JP2556818B2 - Tensioning method for PC steel in prestressed concrete triangular member - Google Patents

Tensioning method for PC steel in prestressed concrete triangular member

Info

Publication number
JP2556818B2
JP2556818B2 JP6159571A JP15957194A JP2556818B2 JP 2556818 B2 JP2556818 B2 JP 2556818B2 JP 6159571 A JP6159571 A JP 6159571A JP 15957194 A JP15957194 A JP 15957194A JP 2556818 B2 JP2556818 B2 JP 2556818B2
Authority
JP
Japan
Prior art keywords
steel material
triangular member
steel
prestressed concrete
triangle
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
JP6159571A
Other languages
Japanese (ja)
Other versions
JPH081648A (en
Inventor
弘名 赤名
律 中川
剛 内山
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.)
Kyokuto Kogyo KK
Original Assignee
Kyokuto Kogyo KK
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 Kyokuto Kogyo KK filed Critical Kyokuto Kogyo KK
Priority to JP6159571A priority Critical patent/JP2556818B2/en
Publication of JPH081648A publication Critical patent/JPH081648A/en
Application granted granted Critical
Publication of JP2556818B2 publication Critical patent/JP2556818B2/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】この発明は、プレストレスコンク
リート三角形部材におけるPC鋼材の緊張方法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for tensioning a PC steel material in a prestressed concrete triangular member.

【0002】[0002]

【従来の技術】従来、覆工版の平面形状は四角形であ
り、その覆工版を支持する2本の支持梁に水平度の狂い
があると、該覆工版は4点で支持されなくなり、該覆工
版の上部を走行する車両によりガタ付きが生ずるため、
三角形の覆工版を用いることが提案されている。
2. Description of the Related Art Conventionally, the lining plate has a quadrangular shape in plan view, and if the two supporting beams supporting the lining plate are out of level, the lining plate cannot be supported at four points. , Because the vehicle traveling above the lining plate causes rattling,
It has been proposed to use a triangular lining version.

【0003】しかし、このプレストレスコンクリート三
角形部材の工法は、三角形の各辺ごとにPC鋼材を直線
配置、両端に定着体を備え、緊張用ジャッキを使いプレ
ストレスを導入するために、各辺の両端に定着具が1個
必要となるものである。
However, in this construction method of a prestressed concrete triangular member, PC steel materials are linearly arranged on each side of the triangle, fixing members are provided at both ends, and a tension jack is used to introduce prestress. One fixing device is required at both ends.

【0004】しかしながら、定着具の数が多いというこ
とは、部材組立時の障害、制作費が嵩むという欠点にな
り、また、直線配置はプレストレスの連続性を損なう
(切断する)ことになるという欠点がある。
However, the large number of fixing devices has drawbacks such as obstacles at the time of assembling members and production costs, and the linear arrangement impairs (cuts) the prestress continuity. There are drawbacks.

【0005】[0005]

【発明が解決しようとする課題】そこで、この発明は上
記の欠点を除去するために発明されたものであり、製造
に使用する定着具を少なくすることにより、部材組み立
て時の障害、制作費を安価にし、しかもプレストレスの
連続性を損なわず、均等な応力がかかるようにPC鋼材
を緊張する方法を開発することにある。
Therefore, the present invention has been invented to eliminate the above-mentioned drawbacks, and by reducing the number of fixing tools used for manufacturing, obstacles at the time of assembling members and production costs are reduced. The purpose of the present invention is to develop a method of tensioning a PC steel material so that it is inexpensive, and the continuity of prestress is not impaired, and even stress is applied.

【0006】[0006]

【課題を解決するための手段】本発明では、プレストレ
スコンクリート三角形部材において、三角形の各頂点を
中心に、それぞれ左右両辺に跨がる部分に、V字状のP
C鋼材を配置し、コンクリート打設し、所定の強度発現
を確認したのち、三角形の一の頂点から右廻り、あるい
は左廻りで、両引きまたは片引きにより順次均等な応力
がかかるようにPC鋼材を緊張する方法から構成され
る。
According to the present invention, in a prestressed concrete triangular member, a V-shaped P is formed in a portion that straddles both right and left sides around each vertex of the triangle.
After arranging C steel material, placing concrete, and confirming the specified strength development, PC steel material is applied so that even stress is sequentially applied by pulling or pulling from the apex of one triangle to the right or left. Consists of how to strain.

【0007】[0007]

【作用】三角形の1頂点を中心として両側の二辺をまた
ぐように3つの頂点全部に対してV字状にPC鋼材を配
置して、定着具の数が直線配置に比べて少なくなるよう
にPC鋼材を配置し緊張させるものである。
[Function] PC steel material is arranged in a V shape for all three vertices so as to straddle two sides on both sides with one vertex of the triangle as the center, so that the number of fixing tools becomes smaller than that of the linear arrangement. PC steel is placed and tensioned.

【0008】[0008]

【実施例】次に、この発明の一実施例を図面に従って説
明すると、プレストレスコンクリート三角形部材(1)
において、三角形の各頂点(A)(B)(C)を中心
に、それぞれ左右両辺に跨がる部分に、V字状のPC鋼
材(2)(3)(4)を配置する。
EXAMPLE An example of the present invention will now be described with reference to the drawings. Prestressed concrete triangular member (1)
In, the V-shaped PC steel materials (2), (3), and (4) are arranged in the portions that straddle both the left and right sides around the vertices (A), (B), and (C) of the triangle.

【0009】そして、PC鋼材(2)(3)(4)は三
角形部材の各辺において二本づつ適当な間隔となるよう
配置するものである。
Then, the PC steel materials (2), (3) and (4) are arranged such that two pieces are provided on each side of the triangular member at appropriate intervals.

【0010】例えば、PC鋼材(2)は、辺ABに対し
て、断面外側に位置すると共に、辺BCに対して、断面
内側に位置するよう配置し、頂点Bにおいて円弧状に湾
曲して設け、両端部にそれぞれ定着具(5)(6)を取
り付けるものである。
For example, the PC steel material (2) is arranged so as to be located outside the cross section with respect to the side AB and inside the cross section with respect to the side BC, and is curved in an arc shape at the vertex B. The fixing tools (5) and (6) are attached to both ends.

【0011】上記と同様に、PC鋼材(3)は定着具
(7)(8)に取付け、PC鋼材(4)についても定着
具(9)(10)に取り付けるものである。
Similarly to the above, the PC steel material (3) is attached to the fixing tools (7) and (8), and the PC steel material (4) is also attached to the fixing tools (9) and (10).

【0012】そして、しかる後、配筋し、コンクリート
を打設し、所定の強度まで養生する。そして、所定の強
度が発現すれば、PC鋼材(2)については、定着具
(5)(6)に緊張ジャッキ(図示せず)を取付け、三
角形のひとつの頂点を基準にして右廻り、あるいは左廻
りで、両引きまたは片引きにより順次均等な応力がかか
るようにPC鋼材を緊張して必要なプレストレスを導入
するものである。
Then, after arranging, concrete is placed and cured to a predetermined strength. Then, if a predetermined strength is developed, a tension jack (not shown) is attached to the fixing tools (5) and (6) for the PC steel material (2), and the PC steel material (2) is rotated clockwise with respect to one apex of the triangle, or In the counterclockwise direction, the PC steel material is tensioned so that even stress is sequentially applied by both pulling or pulling, and the necessary prestress is introduced.

【0013】上記と同様に、PC鋼材(3)、(4)の
順序でPC鋼材(2)と同様に緊張するものである。
Similar to the above, the PC steel materials (3) and (4) are strained in the same order as the PC steel material (2).

【0014】尚、三角形部材(1)の各頂点部にはコン
クリート切欠部(11)(12)(13)が設けられており、
(14)(15)(16)は角欠け防止金具である。
Incidentally, concrete notches (11), (12) and (13) are provided at each vertex of the triangular member (1),
(14), (15) and (16) are corner chipping prevention fittings.

【0015】また、三角形部材(1)は、片面が欠けた
ものでもよく、中空のものであってもよい。
Further, the triangular member (1) may have a hollow surface on one side or may be hollow.

【0016】さらに、コンクリート打設し、所定の強度
発現を確認したのち、三角形の一の頂点から右廻り、あ
るいは左廻りで、両引きまたは片引きにより順次均等な
応力がかかるようにPC鋼材を緊張する方法より構成さ
れる。
Furthermore, after placing concrete and confirming that a predetermined strength is exhibited, a PC steel material is applied so that even stress is applied sequentially by pulling or pulling from the apex of one triangle to the right or left. Composed of a tense way.

【0017】[0017]

【発明の効果】この発明によると、載荷荷重に対して
は、PC鋼材を断面図心から上下方向に偏心させ対処す
るが、この時PC鋼材が曲線(V字状)に配置されてい
るため、直線配置と比較すると、三角形図心に向かって
圧縮応力を導入でき、この応力は3つの頂点全部を緊張
することにより版全体に均等な圧縮応力を与え、じん性
の高い、ひび割れ防止効果のあるコンクリート版の制作
を可能とし、三角形の版は繰り返し荷重により発生する
水平歪みに対して、3点支持により歪みを吸収すると同
時に該版上を走行する車両によってもガタ付きを生じな
い効果もあり、さらに、PC鋼材のV字状型の配置は、
直線配置に比較して定着具の数が減り、施工性と経済性
を向上でき、このプレストレスコンクリート三角形部材
の単体、または単体を組み合わせて、屋根,床材等の建
築構造物、覆工版はもちろん法面防護材等の土木構造物
に利用できる等極めて有益なる効果を奏するものであ
る。
According to the present invention, the PC steel material is dealt with by eccentricity in the vertical direction from the center of the sectional view with respect to the loaded load. At this time, since the PC steel material is arranged in a curved line (V-shape), Compared with the linear arrangement, compressive stress can be introduced toward the triangular centroid, and this stress exerts uniform compressive stress on the entire plate by tensioning all three vertices, which has a high toughness and a crack prevention effect. It enables the production of concrete slabs, and the triangular slab has the effect of absorbing the strain due to three-point support at the same time with respect to horizontal strain generated by repeated loading, and at the same time not causing rattling even by a vehicle running on the plate, Furthermore, the V-shaped arrangement of PC steel is
Compared to the linear arrangement, the number of anchors is reduced, workability and economic efficiency can be improved. This prestressed concrete triangular member is used alone or in combination, and building structures such as roofs and floors, lining plates Of course, it has extremely useful effects such as being applicable to civil engineering structures such as slope protection materials.

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

【図1】この発明の一実施例を示す説明図である。FIG. 1 is an explanatory diagram showing an embodiment of the present invention.

【図2】(a)(b)はそれぞれこの発明の他の実施例
を示す側面図である。
2A and 2B are side views showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 三角形部材 2 PC鋼材 3 PC鋼材 4 PC鋼材 5 定着具 6 定着具 7 定着具 8 定着具 9 定着具 10 定着具 11 コンクリート切欠部 12 コンクリート切欠部 13 コンクリート切欠部 14 角欠け防止金具 15 角欠け防止金具 16 角欠け防止金具 1 triangular member 2 PC steel material 3 PC steel material 4 PC steel material 5 Fixing tool 6 Fixing tool 7 Fixing tool 8 Fixing tool 9 Fixing tool 10 Fixing tool 11 Concrete notch 12 Concrete notch 13 Concrete notch 14 Corner chipping preventive 15 Corner chipping Preventive metal fitting 16 Prevention of corner chipping

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 プレストレスコンクリート三角形部材に
おいて、三角形の各頂点を中心に、それぞれ左右両辺に
跨がる部分に、V字状のPC鋼材を配置し、コンクリー
ト打設し、所定の強度発現を確認したのち、三角形の一
の頂点から右廻り、あるいは左廻りで、両引きまたは片
引きにより順次均等な応力がかかるようにPC鋼材を緊
張することを特徴とするプレストレスコンクリート三角
形部材におけるPC鋼材の緊張方法。
1. In a prestressed concrete triangular member, a V-shaped PC steel material is placed in a portion that straddles both left and right sides centering on each vertex of the triangle, and is concrete-cast to achieve a predetermined strength development. After confirming, the PC steel material in the prestressed concrete triangular member is characterized in that the PC steel material is tensioned so that even stress is sequentially applied from the apex of one triangle to the right or left by pulling or pulling. How to get nervous.
JP6159571A 1994-06-16 1994-06-16 Tensioning method for PC steel in prestressed concrete triangular member Expired - Fee Related JP2556818B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6159571A JP2556818B2 (en) 1994-06-16 1994-06-16 Tensioning method for PC steel in prestressed concrete triangular member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6159571A JP2556818B2 (en) 1994-06-16 1994-06-16 Tensioning method for PC steel in prestressed concrete triangular member

Publications (2)

Publication Number Publication Date
JPH081648A JPH081648A (en) 1996-01-09
JP2556818B2 true JP2556818B2 (en) 1996-11-27

Family

ID=15696631

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6159571A Expired - Fee Related JP2556818B2 (en) 1994-06-16 1994-06-16 Tensioning method for PC steel in prestressed concrete triangular member

Country Status (1)

Country Link
JP (1) JP2556818B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113650908A (en) * 2021-07-06 2021-11-16 五冶集团上海有限公司 A type transportation frame of PC coincide wall

Also Published As

Publication number Publication date
JPH081648A (en) 1996-01-09

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