JP2770741B2 - Manufacturing method of prestressed cement-based composite member - Google Patents
Manufacturing method of prestressed cement-based composite memberInfo
- Publication number
- JP2770741B2 JP2770741B2 JP16517594A JP16517594A JP2770741B2 JP 2770741 B2 JP2770741 B2 JP 2770741B2 JP 16517594 A JP16517594 A JP 16517594A JP 16517594 A JP16517594 A JP 16517594A JP 2770741 B2 JP2770741 B2 JP 2770741B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- tendon
- tension
- curing
- thermosetting resin
- 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 - Lifetime
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、押出成形により成形し
たポストテンション方式によるプレストレストセメント
系複合部材の製造方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of manufacturing a prestressed cement composite member by a post tension method formed by extrusion.
【0002】[0002]
【従来の技術】近年、建設工事の省力化のためプレキャ
スト部材の需要が高まっている。このプレキャスト部材
の高耐力化、軽量化の要求は大きく、これを達成する一
方法としてプレキャスト部材へのプレストレスの導入が
考えられる。一方、工場での大量生産に適し、寸法安定
性や造形性に優れたプレキャスト部材の製造方法として
押出成形法が知られている。しかし、この二つを結合し
た押出成形法によるプレキャスト・プレストレスト部材
の製造は知られていない。2. Description of the Related Art In recent years, demand for precast members has been increasing in order to save labor in construction work. There is a great demand for high strength and light weight of the precast member, and introduction of prestress into the precast member can be considered as one method of achieving this. On the other hand, an extrusion method is known as a method for producing a precast member suitable for mass production in a factory and excellent in dimensional stability and formability. However, production of a precast / prestressed member by an extrusion molding method combining the two is not known.
【0003】押出成形法によるプレキャスト・プレスト
レスト部材の製造が行われない理由としては次の様に考
えられる。The reason why a precast / prestressed member is not manufactured by the extrusion molding method is considered as follows.
【0004】(1)プレテンション方式で製造しようと
する場合、押出成形機の構造上、緊張材に緊張力を導入
した状態を保持しながら緊張材を部材断面内へ挿入して
押出すことはできないので、事実上不可能である。(1) In the case of manufacturing by a pretensioning method, due to the structure of the extruder, it is difficult to insert the tendon into the cross section of the member while extruding the tendon while maintaining the tension applied to the tendon. Not possible, so virtually impossible.
【0005】(2)ポストテンション方式で製造しよう
とする場合には、以下に示す手順が考えられる。(a)
押出方向に対して貫通した空洞を持つ部材断面で押出成
形する。(b)セメント系材料の硬化後に同空洞に緊張
材を挿入する。(c)緊張材を緊張し、両端の定着体で
部材に定着し部材に緊張力を導入する。(d)空洞にグ
ラウト材を注入して緊張材と部材とを一体化する。[0005] (2) When manufacturing by the post-tension method, the following procedure can be considered. (A)
Extrusion molding is performed with a member section having a cavity penetrating in the extrusion direction. (B) After the hardening of the cement material, a tendon is inserted into the cavity. (C) The tension member is tensioned, and is fixed to the member by the fixing members at both ends to introduce tension to the member. (D) A grout material is injected into the cavity to integrate the tension member and the member.
【0006】ポストテンション方式による製造では、以
上のような多段階の工程を経なければならないので、製
造コストが高くなり、プレストレス導入の効果だけで
は、このコスト上昇分を償却しきれない。[0006] In the production by the post-tension method, since the above-described multi-step process must be performed, the production cost is increased, and this cost increase cannot be completely amortized only by the effect of introducing the prestress.
【0007】また、通常の型枠によってプレキャストコ
ンクリートを製造する際に、硬化開始までの時間を長時
間に調整した常温硬化型樹脂を未硬化状態で塗布した緊
張材をコンクリートに埋設しておき、コンクリート硬化
後、緊張材を緊張し常温硬化型樹脂を常温で硬化させて
緊張材をコンクリートに定着させてプレキャスト・プレ
ストレストコンクリートを製造する方法が知られてい
る。(特開昭63−167836号公報参照) この方法では、コンクリートが十分硬化して所定の強度
となるまでは常温硬化型樹脂は未硬化の状態を保持して
いる必要があり、コンクリートの硬化を促進しようとし
て加熱湿潤養生を行なうと常温硬化型樹脂の硬化が促進
されて未硬化の状態を保持し得なくなるため、コンクリ
ートの硬化、常温硬化型樹脂の硬化の何れも常温で行わ
れており、製品の製作時間としては月単位の極めて長時
間を要している。Further, when producing a precast concrete by a normal formwork, a tension member coated with an uncured room-temperature curable resin whose time until the start of curing is adjusted to a long time is embedded in the concrete, There is known a method for producing a precast / prestressed concrete by hardening a tension member after hardening concrete, curing a room temperature-curable resin at room temperature, and fixing the tension member to concrete. In this method, the cold-setting resin must be kept in an uncured state until the concrete is sufficiently cured to a predetermined strength. Since the curing of the room-temperature-curable resin cannot be maintained in an uncured state when the heating and wet curing is performed in an attempt to promote the curing, the concrete curing and the curing of the room-temperature-curable resin are both performed at room temperature. It takes an extremely long time to manufacture a product on a monthly basis.
【0008】[0008]
【発明が解決しようとする課題】本発明は、押出成形で
部材断面内へ緊張材を挿入し、ポストテンション方式で
ありながら、貫通した空洞の形成、定着体による緊張材
端部の部材への定着、グラウト材の注入、という煩雑な
作業をなくし、型枠成形の場合と比較すると製作時間を
大幅に短縮して、効率よくプレキャスト・プレストレス
トセメント系部材を製造することを目的とする。According to the present invention, a tension member is inserted into the cross section of a member by extrusion molding, and a post-tensioning method is used to form a penetrating cavity and to fix a tension member end portion to a member by a fixing member. An object of the present invention is to eliminate the complicated work of fixing and injecting a grout material, to greatly reduce the manufacturing time as compared with the case of formwork, and to efficiently manufacture a precast / prestressed cement-based member.
【0009】[0009]
【課題を解決するための手段】本発明は、緊張材、シー
ス、およびその間隙を埋める熱硬化性樹脂の3層構造の
線状体を挿入しながらセメント系材料を押出成形し、緊
張材が両端より露出するように所定の長さに切断したセ
メント系部材を、線状体中の熱硬化性樹脂が硬化しない
状態で緊張材を緊張した状態で蒸気養生またはオートク
レーブ養生(以下両者を纏めて加熱湿潤養生ということ
がある。)してセメント系材料および熱硬化性樹脂を硬
化させた後、緊張材の緊張を解くことを特徴とするプレ
ストレストセメント系複合部材の製造方法である。SUMMARY OF THE INVENTION According to the present invention, a cement-based material is extruded while inserting a linear material having a three-layer structure of a tendon, a sheath, and a thermosetting resin that fills a gap between the tendon and the sheath. A cement-based member cut to a predetermined length so as to be exposed from both ends is steam-cured or autoclave-cured (hereinafter collectively referred to as "cured") while the tension member is tensioned in a state where the thermosetting resin in the linear body is not cured. This is a method of manufacturing a prestressed cement composite member, which comprises curing a cement-based material and a thermosetting resin after heating and curing the thermosetting resin, and then releasing the tension of the tendon.
【0010】本発明の要点は押出成形によるプレキャス
トセメント系部材の製造に殆ど不可欠と考えられている
加熱湿潤養生の工程を熱硬化性樹脂の硬化にも有効に利
用して、加熱湿潤養生によりセメント系材料の硬化を促
進するとともに熱硬化性樹脂の硬化も促進して、緊張材
のプレキャストセメント系部材への定着を短時間の中に
完了させる点であり、押出成形の採用と相まってプレキ
ャスト・プレストレストセメント系部材を効率よく生産
することができる。The gist of the present invention is that the process of heating and curing, which is considered to be almost indispensable for the production of a precast cement-based member by extrusion molding, is effectively used for the curing of a thermosetting resin. It promotes the hardening of thermosetting resins and the hardening of thermosetting resins to complete the fixation of the tendon material to the precast cement-based members in a short time. A cement-based member can be efficiently produced.
【0011】本発明で使用する緊張材、シースは通常の
プレストレストセメント系部材に使用されるものと特に
異なるものではなく、緊張材としてはPC鋼線や高強度
繊維(炭素繊維やアラミド繊維など)の撚糸を熱硬化性
樹脂で固めたものなどが使用され、シースとしては表面
に凹凸のある鋼管やプラスチック管が使用される。The tendon and sheath used in the present invention are not particularly different from those used for ordinary prestressed cement-based members. Examples of the tendon include a PC steel wire and high-strength fiber (such as carbon fiber and aramid fiber). And the like, which is obtained by hardening a twisted yarn with a thermosetting resin, and as a sheath, a steel pipe or a plastic pipe having an uneven surface is used.
【0012】熱硬化性樹脂としては、エポキシ樹脂、フ
ェノール樹脂、フラン樹脂、ウレタン樹脂、ポリエステ
ル樹脂などに高温で触媒能を発揮する触媒を添加して、
常温では殆ど硬化反応は進行しないが、60°C程度以
上に加熱されると硬化反応が容易に進行するように調整
された樹脂が使用される。また、加熱湿潤養生の工程で
セメント系材料の硬化より若干遅れて硬化が完了するよ
うに調整された樹脂を使用するのが好ましい。As the thermosetting resin, a catalyst which exhibits a catalytic activity at a high temperature is added to an epoxy resin, a phenol resin, a furan resin, a urethane resin, a polyester resin, or the like.
At room temperature, the curing reaction hardly proceeds, but a resin adjusted so that the curing reaction easily proceeds when heated to about 60 ° C. or more is used. In addition, it is preferable to use a resin adjusted so that the curing is completed slightly after the curing of the cement-based material in the heating wet curing step.
【0013】本発明で使用されるセメント系材料として
は、コンクリート、モルタルが挙げられ、特に、予め短
繊維状の補強材をセメント系材料に混入したものが好ま
しく使用される。Examples of the cement-based material used in the present invention include concrete and mortar. In particular, a material obtained by mixing a short-fiber reinforcing material into the cement-based material in advance is preferably used.
【0014】本発明の押出成形は通常の押出成形機によ
り通常のとおり行うことができ、線状体は口金の直前で
セメント系材料の流れの中の所定の位置に挿入される。The extrusion of the present invention can be carried out as usual by a conventional extruder, and the linear body is inserted into a predetermined position in the flow of the cement-based material immediately before the die.
【0015】押出成形された部材は所定の長さに切断さ
れ、両端に緊張材を若干露出させておく。この緊張材の
露出部分を把持して緊張が与えられる。[0015] The extruded member is cut to a predetermined length so that the tendons are slightly exposed at both ends. Tension is given by gripping the exposed portion of the tendon.
【0016】[0016]
【実施例】以下図面を参照しながら本発明の実施例を説
明する。Embodiments of the present invention will be described below with reference to the drawings.
【0017】図1は線状体を挿入しながらセメント系材
料を押出成形したプレキャスト部材の斜視図であり、
(a)は梁部材、(b)は床または外壁部材である。図
2(a)は図1(b)の床または外壁部材に緊張力を導
入する方法を示す横断面図であり、図2(b)は本発明
で使用する線状体の1例の横断面図であり、図2(c)
は、その線状体の1部切り欠き側面図である。FIG. 1 is a perspective view of a precast member obtained by extruding a cement material while inserting a linear body.
(A) is a beam member, and (b) is a floor or outer wall member. FIG. 2 (a) is a cross-sectional view showing a method of introducing tension into the floor or outer wall member of FIG. 1 (b), and FIG. 2 (b) is a cross-sectional view of an example of a linear body used in the present invention. FIG. 2 (c) is a plan view.
Is a partially cutaway side view of the linear body.
【0018】セメント系材料としては普通のコンクリー
トを使用した。コンクリート1の押出成形時にコンクリ
ート1に線状体2が直線状に挿入され、その両端が若干
露出している。この線状体2は図2(b)、(c)に示
されるように、緊張材6、熱硬化性樹脂7、シース8の
3層から構成されている。この状態では緊張材6は未緊
張であり、熱硬化性樹脂7は未硬化である。押出成形さ
れ、切断された床部材はパレット(図示せず)に載せら
れ、フレーム3内に静置される。床部材の両端から露出
している緊張材6の末端を定着用治具4によってPC鋼
棒5に連結し、このPC鋼棒5をジャッキ(図示せず)
で引張り緊張材6を緊張した状態でPC鋼棒5をフレー
ム3に固定する。As the cement material, ordinary concrete was used. When the concrete 1 is extruded, the linear body 2 is linearly inserted into the concrete 1 and both ends thereof are slightly exposed. As shown in FIGS. 2 (b) and 2 (c), the linear body 2 is composed of three layers: a tendon 6, a thermosetting resin 7, and a sheath 8. In this state, the tension member 6 is not tensioned, and the thermosetting resin 7 is not cured. The extruded and cut floor member is placed on a pallet (not shown) and left in the frame 3. The ends of the tendon members 6 exposed from both ends of the floor member are connected to the PC steel bar 5 by the fixing jig 4, and the PC steel bar 5 is jacked (not shown).
The PC steel bar 5 is fixed to the frame 3 in a state where the tension member 6 is tensioned.
【0019】床部材はフレーム3に固定された儘、加熱
湿潤養生される。(蒸気養生では水蒸気中で60〜80
°C、2時間〜6時間程度、オートクレーブ養生では飽
和水蒸気中で140〜200°C、5時間〜15時間程
度)加熱湿潤養生中にコンクリート1および熱硬化性樹
脂7はともに硬化し、緊張材6は熱硬化性樹脂7、シー
ス8を介してコンクリート1に定着する。加熱湿潤養生
終了後、床部材をフレーム3より取り外してプレキャス
ト・プレストレスト床部材が完成する。勿論、フレーム
3、定着用治具4、PC鋼棒5は反復使用される。The floor member is heated and cured while being fixed to the frame 3. (60-80 in steam for steam curing)
° C, about 2 hours to 6 hours; in autoclave curing, about 140 to 200 ° C in saturated steam, about 5 hours to 15 hours) During the heating and wet curing, both the concrete 1 and the thermosetting resin 7 are cured, 6 is fixed to the concrete 1 via the thermosetting resin 7 and the sheath 8. After the completion of the heat and wet curing, the floor member is removed from the frame 3 to complete the precast / prestressed floor member. Of course, the frame 3, the fixing jig 4, and the PC steel bar 5 are used repeatedly.
【0020】押出成形後、プレキャスト・プレストレス
ト部材完成までの所要時間は通常の操作で10時間〜2
0時間程度であり、押出成形の所要時間を入れても12
時間〜24時間程度でプレキャスト・プレストレスト部
材が製造され、常温硬化による製造時間が月単位である
のと比較して、格段に製造時間が短縮されている。The time required from completion of extrusion molding to completion of a precast / prestressed member is 10 hours to 2 hours in a normal operation.
0 hours, and 12 hours including the time required for extrusion.
A precast / prestressed member is manufactured in about 24 hours to about 24 hours, and the manufacturing time is significantly shortened as compared with the case where the manufacturing time by room temperature curing is a monthly unit.
【0021】[0021]
【発明の効果】押出成形法ポストテンション方式の欠点
である(1)貫通した空洞の形成が必要である(2)定
着体が必要である(3)グラウト材の注入が必要であ
る、という点を排除し、製造工程を簡略化し、製造コス
トを大幅に低減させる。As described above, the drawbacks of the extrusion post-tension method are as follows: (1) a through hole must be formed; (2) a fixing body is required; and (3) grout material is injected. Is eliminated, the manufacturing process is simplified, and the manufacturing cost is greatly reduced.
【0022】また、型枠成形法常温硬化方式に比較して
製造時間が格段に短縮され、製造効率が格段に上昇す
る。Further, the production time is remarkably reduced as compared with the mold forming method and the room temperature curing method, and the production efficiency is remarkably increased.
【図1】線状体を挿入しながらセメント系材料を押出成
形したプレキャスト部材の斜視図であり、(a)は梁部
材、(b)は床または外壁部材である。FIG. 1 is a perspective view of a precast member obtained by extruding a cement-based material while inserting a linear body, where (a) is a beam member and (b) is a floor or outer wall member.
【図2】(a)は図1(b)の床または外壁部材に緊張
力を導入する方法を示す横断面図であり、(b)は本発
明で使用する線状体の1例の横断面図であり、(c)
は、その線状体の1部切り欠き側面図である。2 (a) is a cross-sectional view showing a method for introducing tension to the floor or outer wall member of FIG. 1 (b), and FIG. 2 (b) is a cross-sectional view of an example of a linear body used in the present invention. FIG.
Is a partially cutaway side view of the linear body.
1・・コンクリート、2・・線状体、3・・フレーム、
4・・定着用治具、5・・PC鋼棒、6・・緊張材、7
・・熱硬化性樹脂、8・・シース。1 ・ ・ Concrete 、 2 ・ ・ Linear body 、 3 ・ ・ Frame 、
4 ··· Fixing jig, 5 ·· PC steel rod, 6 ·· Tensioning material, 7
.. Thermosetting resin, 8. Sheath.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 中川 裕章 東京都調布市飛田給2丁目19番1号 鹿 島建設株式会社技術研究所内 (72)発明者 小林 美亀雄 東京都調布市飛田給2丁目19番1号 鹿 島建設株式会社技術研究所内 (56)参考文献 特開 昭63−167836(JP,A) 特開 昭63−147047(JP,A) 特開 昭60−70255(JP,A) 特開 昭52−82921(JP,A) (58)調査した分野(Int.Cl.6,DB名) E04C 5/00 - 5/20 B28B 23/00 - 23/04 E04G 21/12──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Hiroaki Nakagawa 2-191, Tobita-Shi, Chofu-shi, Tokyo Kashima Construction Co., Ltd. (72) Mimeo Kobayashi 2--19, Tobita-Shi, Chofu-shi, Tokyo No. 1 Kashima Construction Co., Ltd. Technical Research Institute (56) References JP-A-63-167836 (JP, A) JP-A-63-147047 (JP, A) JP-A-60-70255 (JP, A) JP 52-82921 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) E04C 5/00-5/20 B28B 23/00-23/04 E04G 21/12
Claims (1)
る熱硬化性樹脂の3層構造の線状体を挿入しながらセメ
ント系材料を押出成形し、緊張材が両端より露出するよ
うに所定の長さに切断したセメント系部材を、線状体中
の熱硬化性樹脂が硬化しない状態で緊張材を緊張した状
態で蒸気養生またはオートクレーブ養生してセメント系
材料および熱硬化性樹脂を硬化させた後、緊張材の緊張
を解くことを特徴とするプレストレストセメント系複合
部材の製造方法。1. A cement-based material is extruded while inserting a linear material having a three-layer structure of a tendon, a sheath, and a thermosetting resin filling a gap between the tendon, a sheath, and a predetermined material so that the tendon is exposed from both ends. The cement-based member cut to length was steam-cured or autoclaved in a state in which the thermosetting resin in the linear body was not cured and the tendon was tensioned to cure the cement-based material and the thermosetting resin. A method for producing a prestressed cement-based composite member, characterized by subsequently releasing the tension of the tension member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16517594A JP2770741B2 (en) | 1994-07-18 | 1994-07-18 | Manufacturing method of prestressed cement-based composite member |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16517594A JP2770741B2 (en) | 1994-07-18 | 1994-07-18 | Manufacturing method of prestressed cement-based composite member |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0827954A JPH0827954A (en) | 1996-01-30 |
JP2770741B2 true JP2770741B2 (en) | 1998-07-02 |
Family
ID=15807283
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16517594A Expired - Lifetime JP2770741B2 (en) | 1994-07-18 | 1994-07-18 | Manufacturing method of prestressed cement-based composite member |
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Country | Link |
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JP (1) | JP2770741B2 (en) |
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JP6866282B2 (en) * | 2017-12-26 | 2021-04-28 | 鹿島建設株式会社 | Joining structure and joining method |
-
1994
- 1994-07-18 JP JP16517594A patent/JP2770741B2/en not_active Expired - Lifetime
Also Published As
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JPH0827954A (en) | 1996-01-30 |
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