JPS61221458A - Prestress introducing apparatus - Google Patents

Prestress introducing apparatus

Info

Publication number
JPS61221458A
JPS61221458A JP6087885A JP6087885A JPS61221458A JP S61221458 A JPS61221458 A JP S61221458A JP 6087885 A JP6087885 A JP 6087885A JP 6087885 A JP6087885 A JP 6087885A JP S61221458 A JPS61221458 A JP S61221458A
Authority
JP
Japan
Prior art keywords
concrete
prestress
compressive force
formwork
nuts
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
JP6087885A
Other languages
Japanese (ja)
Inventor
富雄 田村
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction 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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP6087885A priority Critical patent/JPS61221458A/en
Publication of JPS61221458A publication Critical patent/JPS61221458A/en
Pending legal-status Critical Current

Links

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】 (1)産業上の利用分野 本発明は鉄筋コンクリート建造物において荷重がかかっ
て又はコンクリートの乾燥収縮等によりコンクリートに
ひび割れが生ずるのを防止するプレストレス導入装置に
関する。
DETAILED DESCRIPTION OF THE INVENTION (1) Field of Industrial Application The present invention relates to a prestress introduction device for preventing cracks in reinforced concrete buildings due to load application or drying shrinkage of concrete.

(2)従来の技術 従来のこの種のプレストレス導入装置として1両端部の
周面に螺条を形成したPC鋼棒の各端部に、支圧板を摺
動自在に嵌入すると共にその外側にナツトを螺合したも
のが知られている。そして該従来の装置を例えば窓枠の
開口部の隅部の近傍の配筋に取付け、型枠をセットして
該型枠内にコンクリートを打設する。この打Rにおいて
前記装置のナツトと支圧板がコンクリート中に埋設され
ないように前記型枠にコンクリートの流入防止板を取付
けておく、そしてコンクリートの硬化後前記型枠を撤去
してから両ナツトをそれぞれ締付けて内皮圧板によりそ
の内皮圧板間のコンクリートにプレストレスし、その後
これらナツトと支圧板の個所にコンクリート、を埋め込
み、コンクリート壁が完成す  。
(2) Conventional technology As a conventional prestress introducing device of this type, a bearing plate is slidably fitted into each end of a PC steel bar with threads formed on the circumferential surface of both ends, and the pressure plate is slidably inserted into the outside of the prestress introduction device. It is known that nuts are screwed together. Then, the conventional device is attached, for example, to reinforcement near the corner of the opening of the window frame, a formwork is set, and concrete is poured into the formwork. In order to prevent the nuts and bearing plates of the device from being buried in the concrete during this driving R, a concrete inflow prevention plate is attached to the formwork, and after the concrete has hardened, the formwork is removed and both nuts are removed. After tightening, the concrete between the inner skin pressure plates is prestressed by the inner skin pressure plates, and then concrete is embedded in the places between these nuts and the bearing pressure plates, and the concrete wall is completed.

る。Ru.

(3)発明が解決しようとする問題点 この従来の装置によれば、施工において型枠に流入防止
板を取付けてコンクリートの打設時にナツトや支圧板の
個所にコンクリートが流入しないようにすることやプレ
ストレス後に該個所にコンクリートを埋め込む手間がか
かり、又コンクリートが硬化して型枠を撤去し、しかも
該コンクリートが所定の強度に達しなければプレストレ
スがかけられないという欠点があった。
(3) Problems to be Solved by the Invention According to this conventional device, a flow prevention plate is attached to the formwork during construction to prevent concrete from flowing into the nuts and bearing plates during concrete pouring. There are disadvantages in that it takes time and effort to embed concrete in the location after prestressing, and that prestressing cannot be applied unless the concrete hardens and the formwork is removed, and the concrete has not reached a predetermined strength.

本発明は施工前に予めプレストレスをかけることが可能
で、しかも施工が簡単に行えるプレストレス導入装置を
提供することを目的とする。
An object of the present invention is to provide a prestress introduction device that can apply prestress in advance before construction and that can be easily installed.

(4)問題点を解決するための手段 この目的を達成するため本発明は少なくとも両端部の周
面に螺条を形成したPC鋼棒の各端部に、支圧板を摺動
自在に嵌入すると共にモの外側にナツトを螺合し、これ
ら支持板間にアルカリ雰囲気で脆弱化する材料からなる
保持体を介入したことを特徴とする。
(4) Means for Solving the Problems In order to achieve this object, the present invention includes a method in which a bearing plate is slidably fitted into each end of a PC steel bar having threads formed on the circumferential surface of at least both ends. At the same time, a nut is screwed to the outside of the support plate, and a holder made of a material that becomes brittle in an alkaline atmosphere is interposed between these support plates.

(5)作用 予めPC鋼棒の両端部のナツトを締付けて保持体に圧縮
力を作用させた状態でプレストレス導入装置をコンクリ
ート打設前の配筋に取付けておけばコンクリートの打設
により該装置がコンクリート中に埋設して保持体は該コ
ンクリートのアルカリ雰囲気により脆弱化して前記圧縮
力を保持できず、該圧縮力がコンクリートに作用してプ
レストレスが導入され、かくて該コンクリートにひび割
れが生じなくなる。
(5) Effect If the nuts at both ends of the PC steel bar are tightened in advance to apply compressive force to the holding body, and the prestress introduction device is attached to the reinforcement before concrete is poured, the prestress introduction device can be attached to the reinforcement before concrete is poured. When the device is buried in concrete, the holding body is weakened by the alkaline atmosphere of the concrete and cannot hold the compressive force, and the compressive force acts on the concrete and introduces prestress, thus causing cracks in the concrete. It will no longer occur.

(6)実施例 本発明の1実施例を第1図乃至第4図に従って説明する
(6) Embodiment One embodiment of the present invention will be described with reference to FIGS. 1 to 4.

(1)はプレストレス導入装置、(2)はそのPC鋼棒
を示し、該PC鋼棒(2)はその両端部に螺条(2a)
  (2a)が形成されており、これら両端部の螺条(
2a)(2a)に、鋼製円板状で中心に透孔を有する支
圧板(3)(3)をそれぞれ摺動自在に嵌入すると共に
これら支圧板(3)(3)の外側からナツト(4)(4
)を螺合した。そしてこれら支圧板(3)(3)間に介
入された保持体(5)はアルカリ雰囲気中で加水分解し
て脆弱化する例えばポリエステル樹脂、酢酸ビニール樹
脂、アクリル樹脂等からなり円筒状に形成されている。
(1) shows the prestress introducing device, (2) shows the PC steel bar, and the PC steel bar (2) has threads (2a) on both ends.
(2a) are formed, and the threads (
2a) Into (2a), the bearing plates (3) (3), which are made of steel and have a disc shape and have a through hole in the center, are slidably inserted, respectively, and the nuts (3) (3) are inserted from the outside of these bearing plates (3) (3). 4) (4
) were screwed together. The holder (5) interposed between these bearing plates (3) (3) is made of polyester resin, vinyl acetate resin, acrylic resin, etc., which becomes brittle by hydrolysis in an alkaline atmosphere, and is formed into a cylindrical shape. ing.

次に上記実施例のプレストレス導入装置(1)の使用に
ついて説明する。
Next, the use of the prestress introducing device (1) of the above embodiment will be explained.

先ず、第2図示の如く予めプレストレス導入装置t (
1)のナツト(4)(4)を締めつけて保持体(5)に
圧縮力を加えておく、このように圧縮力が加えられたプ
レストレス導入装置(1)を第3図の如く窓枠の開口部
(6)の隅部の外方の配筋にそれぞれ斜方向に針金の結
束等により取付けた後型枠をセットして該型枠内にコン
クリートを打設する。かくてプレストレス導入装置(1
)は第4図示の如くコンクリート(7)中に埋め込まれ
た状態になり該コンクリート(7)のアルカリ性により
これに接触する保持体(5)は脆弱化を開始して前記圧
縮力を保持し得なくなり、支圧板(3)(3)による該
圧縮力がこれら支圧板(3)(3)間のコンクリート(
7)に作用し、該コンクリート(7)にプレストレスが
導入される。このようにプレストレスが導入されたコン
クリート(7)が硬化した後型枠を撤去して鉄筋コンク
リート壁が得られる。ここで該コンクリート壁の乾燥収
縮により開口部(6)の隅部に斜外方に走るひび割れ(
A)が生じようとしてもプレストレス導入装置 (1)
によりコンクリート(7)中にプレストレスがあるので
ひび割れが生じない、 第5@は他の実施例を示し、こ
の実施例においては支圧板(3)(3)の内側に当接さ
せて円板状の保持体(5)(5)を介入し更にこれら保
持体(5)(5)間にコンクリートc8”)を介入させ
て構成されており、又第6図は更に他の実施例を示し、
この実施例においては第5図の実施例のコンクリート(
8)中に更に円板状の保持体(5)(5)を更に介入し
て構成されており、更に第7図は更に他の実施例を示し
、この実施例においては複数、の柱状の保持体(5)・
・・(5)をPC鋼棒(2)の周面でこれに沿って支圧
板(3)(3)間に介入して構成されている。尚、第5
図及び第6図において(9)はアスファルト、ゴム、ポ
リエチレン等の滑材を示す。
First, as shown in the second figure, a prestress introduction device t (
Tighten the nuts (4) (4) of (1) to apply compressive force to the holder (5).The prestress introduction device (1) with the compressive force applied in this way is inserted into the window frame as shown in Figure 3. After attaching diagonally to the outer reinforcing bars at the corners of the opening (6) by tying wire or the like, a formwork is set and concrete is poured into the formwork. Thus, the prestress introduction device (1
) is embedded in the concrete (7) as shown in Figure 4, and due to the alkalinity of the concrete (7), the holder (5) in contact with it starts to weaken and is unable to maintain the compressive force. The compressive force by the bearing plates (3) (3) is applied to the concrete (3) between these bearing plates (3) (3).
7), and prestress is introduced into the concrete (7). After the concrete (7) to which prestress has been introduced in this way is cured, the formwork is removed to obtain a reinforced concrete wall. Here, due to drying shrinkage of the concrete wall, cracks (
Even if A) is about to occur, the prestress introduction device (1)
Since there is prestress in the concrete (7), no cracks will occur. The fifth @ shows another example, and in this example, the disk is placed in contact with the inside of the bearing plate (3) (3). It is constructed by intervening holding bodies (5) (5) in the form of a shape, and further interposing concrete c8") between these holding bodies (5) (5), and FIG. 6 shows still another embodiment. ,
In this example, the concrete (
FIG. 7 shows yet another embodiment, in which a plurality of columnar holders (5) (5) are further inserted in Holding body (5)・
...(5) is constructed by intervening between bearing plates (3) (3) along the circumferential surface of a PC steel rod (2). Furthermore, the fifth
In the figures and FIG. 6, (9) indicates a lubricating material such as asphalt, rubber, or polyethylene.

次にプレストレス導入装置(1)の他の使用例を説明す
ると、第8図示の如!!壁状構造物において温度変化に
よりひび割れ(B)が生ずるが、第9図示の如く該構造
物のコンクリート中にプレストレス導入装置(1)を埋
設することにより前記ひび割れ(A)が防止できる。又
第10図及び第11図示の如くプレキャスト部材(10
)(10)の接合部に後打ちコンクリート(11)を打
設する際に、同図の如くプレストレス導入装m1(1)
を予め設置しておくことにより、後打ちコンクリ−)(
11)のひび割れを防止できる。
Next, another example of the use of the prestress introduction device (1) will be explained as shown in Fig. 8! ! Cracks (B) occur in wall-like structures due to temperature changes, but the cracks (A) can be prevented by embedding a prestress introduction device (1) in the concrete of the structure as shown in Figure 9. Moreover, as shown in FIGS. 10 and 11, precast members (10
) (10) When placing post-cast concrete (11) at the joint of
By installing the concrete in advance, post-cast concrete) (
11) Cracks can be prevented.

(7)発明の効果 このように本発明プレストレス導入装置によるとPC鋼
棒の両端部の螺条に、支圧板を摺動自在に嵌入すると共
にその外側にナツトを螺合し、これら支持板間にアルカ
リ雰囲気で脆弱化する材料からなる保持体音介入したの
で、予めPC鋼棒の両端部のナツトを締付けて保持体に
圧縮力を作用させた状態でプレストレス導入装置をコン
クリート打設前の配筋に取付けておけばコンクリートの
打設により該装置がコンクリート中に埋設して保持体は
該コンクリートのアルカリ雰囲気により脆弱化して前記
圧縮力を保持できず、該圧縮力がコンクリートに作用し
てプレストレスが導入され、かくて該コンクリートにひ
び割れが生じなくなり、更に従来の如く型枠に流入防止
板を取付けることやプレストレス後にコンクリートを埋
め込むような手間が不必要となって施工が簡単になり、
又構造簡単にして廉価に得られる等の効果を有する。
(7) Effects of the Invention As described above, according to the prestress introducing device of the present invention, the bearing plates are slidably fitted into the threads at both ends of the PC steel bar, and nuts are screwed to the outside of the bearing plates. Since a holding body made of a material that becomes brittle in an alkaline atmosphere was used, the nuts at both ends of the PC steel bar were tightened in advance to apply compressive force to the holding body, and the prestress introducing device was installed before concrete was poured. If the device is installed in the reinforcement, the device will be buried in the concrete and the holding body will be weakened by the alkaline atmosphere of the concrete and will not be able to hold the compressive force, and the compressive force will act on the concrete. Prestressing is introduced, thus preventing cracks from occurring in the concrete, and furthermore, construction is made easier as there is no need to attach inflow prevention plates to the formwork or embed concrete after prestressing, which was required in the past. Become,
It also has the advantage of being simple in structure and inexpensive.

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

第1図は本発明装置の1実施例の断面図、第2図は該装
置のナツトを締付けて保持体に圧縮力を加えた状態を示
す正面図、第3図は該装置を開口の隅部周辺の鉄筋コン
クリート壁中に埋設した状態を示す正面図、第4図はコ
ンクリート中の該装置の埋設状態を示す正面図、第5図
乃至第7図はそれぞれ他の実施例の断面図、第8図はプ
レストレス導入装置の埋設前の壁状構造物の斜視図、第
9図は該装置の埋設後の壁状構造物の斜視図、第10図
はプレストレス導入装置の埋設後のプレキャス1部材の
接合部の斜視図、第11図はその正面図である。 (1)・・・プレストレス導入装置 (2)・・・PC鋼棒   (2a)・・・螺条(3)
・・・支圧板    (4)・・・ナツト(5)・・・
保持体
Fig. 1 is a sectional view of one embodiment of the device of the present invention, Fig. 2 is a front view showing the device in a state where the nut is tightened and compressive force is applied to the holder, and Fig. 3 is a cross-sectional view of the device in the corner of the opening. FIG. 4 is a front view showing the device buried in a reinforced concrete wall around the area, FIG. 4 is a front view showing the device buried in concrete, and FIGS. 5 to 7 are sectional views of other embodiments, Figure 8 is a perspective view of the wall-like structure before the pre-stress introduction device is buried, Figure 9 is a perspective view of the wall-like structure after the device is buried, and Figure 10 is the precast structure after the pre-stress introduction device is buried. FIG. 11 is a perspective view of a joint portion of one member, and a front view thereof. (1)...Prestress introducing device (2)...PC steel rod (2a)...Thread (3)
... Bearing plate (4) ... Nut (5) ...
holding body

Claims (1)

【特許請求の範囲】[Claims] 少なくとも両端部の周面に螺条を形成しPC鋼棒の各端
部に、支圧板を摺動自在に嵌入すると共にその外側にナ
ットを螺合し、これら支持板間にアルカリ雰囲気で脆弱
化する材料からなる保持体を介入したことを特徴とする
プレストレス導入装置。
Threads are formed on the circumferential surface of at least both ends, and a bearing plate is slidably inserted into each end of the PC steel bar, and a nut is screwed on the outside of the bearing plate, which is weakened in an alkaline atmosphere between these supporting plates. A prestress introducing device characterized by intervening a holder made of a material that
JP6087885A 1985-03-27 1985-03-27 Prestress introducing apparatus Pending JPS61221458A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6087885A JPS61221458A (en) 1985-03-27 1985-03-27 Prestress introducing apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6087885A JPS61221458A (en) 1985-03-27 1985-03-27 Prestress introducing apparatus

Publications (1)

Publication Number Publication Date
JPS61221458A true JPS61221458A (en) 1986-10-01

Family

ID=13155073

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6087885A Pending JPS61221458A (en) 1985-03-27 1985-03-27 Prestress introducing apparatus

Country Status (1)

Country Link
JP (1) JPS61221458A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018059357A (en) * 2016-10-07 2018-04-12 鹿島建設株式会社 Method for introducing prestress to cast in-situ concrete

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018059357A (en) * 2016-10-07 2018-04-12 鹿島建設株式会社 Method for introducing prestress to cast in-situ concrete

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