JP2014008649A - Formwork structure - Google Patents

Formwork structure Download PDF

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JP2014008649A
JP2014008649A JP2012145952A JP2012145952A JP2014008649A JP 2014008649 A JP2014008649 A JP 2014008649A JP 2012145952 A JP2012145952 A JP 2012145952A JP 2012145952 A JP2012145952 A JP 2012145952A JP 2014008649 A JP2014008649 A JP 2014008649A
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formwork
tension
mold
cradle
concrete
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JP6039933B2 (en
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Katsuhiko Takakura
克彦 高倉
Kei Igasaki
圭 伊賀崎
Hikari Okuma
光 大熊
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Taisei Corp
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Taisei Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a repeatedly-usable formwork structure capable of manufacturing a high-quality PC member inexpensively.SOLUTION: A formwork structure 1 for manufacturing a PC member into which prestress is introduced by a pre-tension method includes a formwork pedestal 2, a formwork body 3 placed on the formwork pedestal 2, a friction reducing member 4 interposed between the formwork pedestal 2 and the formwork body 3, and a fixing member 5 penetrating the formwork body 3, and can reduce or remove a force applied to the formwork body 3 when a tension force is released.

Description

本発明は、プレテンション方式によってPC部材を製造する際に使用される型枠構造に関する。   The present invention relates to a formwork structure used when a PC member is manufactured by a pretension method.

コンクリートに対して、予め、ないしはコンクリートの硬化後に緊張力(圧縮力)を付与することにより、引張力やひび割れ等に対する強度を高めたプレストレストコンクリート部材(以下、PC部材という。)が建設分野では多用されている。このプレストレスは、PC鋼線やPC鋼より線、PC鋼棒といった緊張材とコンクリートとの付着力を介して、コンクリートに導入される。プレストレスの導入方式としては、緊張材に予め緊張力を導入しておき、コンクリート硬化後に緊張力を解放するプレテンション方式と、コンクリートの硬化後に、該コンクリートに挿設された緊張材に緊張力を導入するポストテンション方式とがある。   Prestressed concrete members (hereinafter referred to as PC members), which have increased strength against tensile force and cracks by applying tension (compressive force) to the concrete in advance or after the concrete is hardened, are frequently used in the construction field. Has been. This pre-stress is introduced into the concrete via the adhesive force between a tension material such as a PC steel wire, a PC steel strand, and a PC steel bar, and the concrete. As a prestress introduction method, a tension force is introduced into the tension material in advance and the tension force is released after the concrete is hardened. There is a post-tension method to introduce.

ところで、上記プレテンション方式によってPC部材を製造する場合には、まず、緊張ジャッキを備えた緊張側アバットと、緊張力に抗する反力受け側アバットとを所定の間隔を置いて対向配置させ、その間にPC部材製造用の型枠を設置し、型枠の側壁を貫通させた緊張材の両端部を緊張側アバットと反力受け側アバットに固定する。そして、型枠内にフレッシュなコンクリートを打設する前に、ジャッキにて緊張材に緊張力を導入したうえでコンクリートを打設し、その硬化を待って緊張力を解放することにより、コンクリート内に所定のプレストレスを導入する。
かかるPC部材(PC構造体またはPC版)の製造装置にかかる従来技術としては、例えば特許文献1に開示の装置を挙げることができる。
By the way, when manufacturing a PC member by the pre-tension method, first, a tension side abut provided with a tension jack and a reaction force receiving side abut against the tension force are arranged to face each other at a predetermined interval. In the meantime, a mold for manufacturing the PC member is installed, and both ends of the tension member penetrating the side wall of the mold are fixed to the tension side abutment and the reaction force receiving side abutment. Before placing fresh concrete in the formwork, after introducing tension to the tension material with a jack, placing the concrete, waiting for its hardening and releasing the tension, A predetermined pre-stress is introduced into the.
As a prior art concerning the manufacturing apparatus of such a PC member (PC structure or PC plate), for example, an apparatus disclosed in Patent Document 1 can be cited.

特開2007−16478号公報JP 2007-16478 A

ジャッキを緩める、あるいは緊張材を切断することにより緊張力を解放すると、緊張材が収縮してコンクリート部材が反力受け側アバット側に引っ張られる。
そのため、型枠には、コンクリート部材を介して前記引張力に起因した力が作用するが、型枠の下面に大きな摩擦抵抗力が作用しているので、前記力をもろに受けてしまい、型枠を繰り返し使用しているうちに型枠が変形するおそれがあった。
When the tension is released by loosening the jack or cutting the tension material, the tension material contracts and the concrete member is pulled to the reaction force receiving side abut side.
Therefore, a force due to the tensile force acts on the mold via the concrete member, but since a large frictional resistance acts on the lower surface of the mold, the force is received and the mold There was a risk that the mold would be deformed during repeated use of the frame.

型枠が変形すると、製品の品質が低下するため、型枠は再利用することができなくなる。一方、型枠の剛性を高めることで型枠の変形を抑制すると、型枠が高価になり、製品の製造コストが高価になってしまう。   When the formwork is deformed, the quality of the product is deteriorated, so that the formwork cannot be reused. On the other hand, when the deformation of the formwork is suppressed by increasing the rigidity of the formwork, the formwork becomes expensive and the production cost of the product becomes expensive.

本発明は、前記の問題点を解決することを目的とするものであり、繰り返し利用することを可能とし、高品質かつ安価にPC部材を製造することを可能とした型枠構造を提供することを課題とする。   The present invention aims to solve the above-mentioned problems, and provides a formwork structure that can be used repeatedly and that can manufacture a PC member with high quality and low cost. Is an issue.

前記課題を解決するために、本発明は、プレテンション方式によってプレストレスが導入されるPC部材を製造するための型枠構造であって、型枠受け台と、前記型枠受け台に載置された型枠本体と、前記型枠受け台と前記型枠本体との間に介設された摩擦低減部材とを備えることを特徴としている。   In order to solve the above problems, the present invention provides a formwork structure for manufacturing a PC member into which prestress is introduced by a pretension method, and is placed on the formwork base and the formwork base. And a friction reducing member interposed between the formwork cradle and the formwork body.

かかる型枠構造によれば、緊張力の解放時に、型枠本体に作用する力を、低減または無くすことを可能としている。
つまり、緊張力の開放時に緊張材が収縮すると、コンクリート部材が一方に引っ張られ、このコンクリート部材を介して型枠本体にも力が作用するが、型枠本体が摩擦低減部材を介して型枠受け台上をすべるため、型枠に作用する応力を低減または無くすことができる。
そのため、型枠本体が変形することがなく、繰り返し型枠を使用した場合であっても、高品質にPC部材を製造することができる。
According to such a formwork structure, it is possible to reduce or eliminate the force acting on the formwork body when the tension force is released.
That is, when the tension material contracts when the tension force is released, the concrete member is pulled to one side, and a force acts on the formwork body via the concrete member, but the formwork body is placed on the formwork via the friction reducing member. Since it slides on the cradle, the stress acting on the mold can be reduced or eliminated.
Therefore, the mold body is not deformed, and the PC member can be manufactured with high quality even when the mold is repeatedly used.

前記型枠本体を貫通した固定部材を備えていて、前記固定部材の先端が前記型枠受け台に固定されるように構成されていれば、型枠本体の位置決めおよびレベル調整を容易に行うことができる。   If the fixing member penetrating the mold body is provided and the tip of the fixing member is configured to be fixed to the mold base, the positioning and level adjustment of the mold body can be easily performed. Can do.

本発明の型枠構造によれば、繰り返し利用することを可能とし、高品質かつ安価にPC部材を製造することが可能となる。   According to the formwork structure of the present invention, it can be used repeatedly, and a PC member can be manufactured with high quality and low cost.

本発明の実施の形態に係る型枠構造を示す斜視図である。It is a perspective view which shows the formwork structure which concerns on embodiment of this invention. 図1に示す型枠構造の横断面図である。It is a cross-sectional view of the formwork structure shown in FIG. 型枠構造の使用状況を模式的に示す平面図である。It is a top view which shows typically the use condition of a formwork structure.

本実施形態の型枠構造1は、プレテンション方式によってプレストレスが導入されるPC部材を製造するためのものであって、図1に示すように、型枠受け台2と、型枠本体3と、摩擦低減部材4とを備えて構成されている。   The formwork structure 1 of this embodiment is for manufacturing a PC member into which prestress is introduced by a pretension method. As shown in FIG. 1, the formwork base 2 and the formwork body 3 are used. And a friction reducing member 4.

型枠受け台2は、型枠本体3を下方から支持するいわゆる土台である。本実施形態では、二つの受け台構成材20,20により、型枠本体3を支持している。
受け台構成材20は、上面が平面に構成されていて、型枠本体3を面で支持することが可能な材料であれば限定されるものではなく、例えば、H形鋼や角型鋼等の鋼材や、コンクリート部材等により構成すればよい。また、型枠受け台2の必ずしも複数の部材に分割されている必要はなく、1つの版材により構成されていてもよい。
The formwork cradle 2 is a so-called base that supports the formwork body 3 from below. In the present embodiment, the mold body 3 is supported by the two cradle components 20 and 20.
The cradle constituting material 20 is not limited as long as the upper surface is configured to be a flat surface and can support the mold body 3 with the surface. For example, H-shaped steel, square steel, etc. What is necessary is just to comprise by steel materials, a concrete member, etc. Moreover, it is not necessarily divided into a plurality of members of the form cradle 2 and may be constituted by one plate material.

受け台構成材20の両端部には、固定ボルト(固定部材)5の先端を固定するためのボルト孔(図示省略)が形成されている。
なお、ボルト孔の配置や数は限定されるものではない。また、ボルト孔は必要に応じて形成すればよく、省略してもよい。
Bolt holes (not shown) for fixing the front ends of the fixing bolts (fixing members) 5 are formed at both ends of the cradle component 20.
The arrangement and number of bolt holes are not limited. The bolt holes may be formed as necessary and may be omitted.

本実施形態では、受け台構成材20の長手方向が、緊張材6と直交する向きとなるように、受け台構成材20を配置している。受け台構成材20の向きは限定されるものではなく、緊張材6と平行に配置してもよい。   In the present embodiment, the cradle constituent material 20 is arranged so that the longitudinal direction of the cradle constituent material 20 is in a direction orthogonal to the tension material 6. The orientation of the cradle component 20 is not limited and may be arranged in parallel with the tendon 6.

型枠本体3は、鋼製であって、底部に配設された底枠30と、底枠30の上面に立設された側枠31とを備えている。
型枠本体3は、型枠本体3を貫通した固定部材5により型枠受け台2に固定することが可能に構成されている。
The mold body 3 is made of steel and includes a bottom frame 30 disposed on the bottom and a side frame 31 erected on the top surface of the bottom frame 30.
The mold body 3 can be fixed to the mold cradle 2 by a fixing member 5 penetrating the mold body 3.

底枠30は、平面視矩形状の平板により構成されている。底枠30は、型枠本体3の内部に打設されたコンクリートや側枠31等の重さによりたわむことのない強度を有している。   The bottom frame 30 is configured by a flat plate having a rectangular shape in plan view. The bottom frame 30 has a strength that does not bend due to the weight of the concrete, the side frame 31 and the like placed inside the mold body 3.

底板30の四隅には、固定ボルト5を挿通するための挿通孔(図示省略)が形成されている。なお、挿通孔の配置や数は限定されるものではない。また、挿通孔は、必要に応じて形成すればよく、固定部材の構成によっては省略してもよい。   Insertion holes (not shown) for inserting the fixing bolts 5 are formed at the four corners of the bottom plate 30. In addition, arrangement | positioning and the number of insertion holes are not limited. Moreover, what is necessary is just to form an insertion hole as needed, and may abbreviate | omit depending on the structure of a fixing member.

本実施形態では、底板30の端部と受け台構成材20とが一致するように型枠本体3を型枠受け台2上に配置するが、底板30の端部またはが受け台構成材20の側面のいずれか一方が、他方から張り出していてもよい。   In the present embodiment, the mold body 3 is disposed on the mold cradle 2 so that the end of the bottom plate 30 and the cradle component 20 coincide with each other. Any one of the side surfaces may protrude from the other.

側枠31は、平面視矩形状に、四方を包囲するように配設されている。側枠31は、型枠本体3に打設されたコンクリートの圧力により変形することのない強度を有している。   The side frame 31 is disposed in a rectangular shape in plan view so as to surround the four sides. The side frame 31 has a strength that is not deformed by the pressure of the concrete placed in the mold body 3.

本実施形態では、側板31の上端に、外側に張り出す、枠状の上板32が配設されている。
上板32の四隅には、底枠30の挿通孔の位置に対応して、固定ボルト5を挿通するための挿通孔(図示省略)が形成されている。なお、挿通孔の配置や数は限定されるものではない。また、挿通孔は、必要に応じて形成すればよく、固定部材の構成によっては省略してもよい。
In the present embodiment, a frame-shaped upper plate 32 that projects outward is disposed at the upper end of the side plate 31.
In the four corners of the upper plate 32, insertion holes (not shown) for inserting the fixing bolts 5 are formed corresponding to the positions of the insertion holes of the bottom frame 30. In addition, arrangement | positioning and the number of insertion holes are not limited. Moreover, what is necessary is just to form an insertion hole as needed, and may abbreviate | omit depending on the structure of a fixing member.

側枠31の対向する一対の面には、緊張材6,6,…を挿通するための貫通孔33,33,…が複数形成されている。本実施形態では、上下3段、横5列の計15箇所の貫通孔33,33,…を形成しているが、貫通孔33の数は限定されるものではない。また、本実施形態では、貫通孔33,33,…が形成された面と直交する面に対しては貫通孔33を形成していないが、必要に応じて貫通孔33が形成されていてもよい。   A plurality of through holes 33, 33,... For inserting the tension members 6, 6,. In this embodiment, a total of 15 through-holes 33, 33,..., In three upper and lower rows and five rows are formed, but the number of through-holes 33 is not limited. Moreover, in this embodiment, although the through-hole 33 is not formed with respect to the surface orthogonal to the surface in which the through-holes 33, 33, ... were formed, even if the through-hole 33 is formed as needed, Good.

摩擦低減部材4は、型枠受け台2と型枠本体3との間に介設されたシート状の部材であって、表面にフッ素樹脂加工が施されている。摩擦低減部材4が介設されていることにより、型枠受け台2と型枠本体3との間の摩擦抵抗力が大幅に低減されている。   The friction reducing member 4 is a sheet-like member interposed between the mold receiving base 2 and the mold main body 3, and the surface thereof is subjected to fluororesin processing. Since the friction reducing member 4 is interposed, the frictional resistance force between the mold receiving base 2 and the mold main body 3 is greatly reduced.

摩擦低減部材4は、型枠受け台2の上面全体を覆っている。
なお、摩擦低減部材4を構成する材料は限定されるものではなく、例えば、ローラー状のものや、ベアリング等であってもよい。
The friction reducing member 4 covers the entire upper surface of the mold receiving base 2.
In addition, the material which comprises the friction reduction member 4 is not limited, For example, a roller-shaped thing, a bearing, etc. may be sufficient.

次に、型枠構造1を利用したコンクリート部材の製造方法について説明する。
先ず、図3に示すように、複数の型枠構造1を並設した状態で、各型枠本体3の貫通孔33,33,…に緊張材6,6,…を挿通させる。
このとき、型枠本体3は、固定ボルト5,5,…を介して型枠受け台2に固定されている。
Next, the manufacturing method of the concrete member using the formwork structure 1 is demonstrated.
First, as shown in FIG. 3, the tension members 6, 6,... Are inserted through the through holes 33, 33,.
At this time, the mold body 3 is fixed to the mold holder 2 via the fixing bolts 5, 5,.

次に、緊張材6,6,…を緊張させた状態で、型枠本体3にコンクリートを打設して、養生する。
緊張材6への緊張力の導入は、図示しないジャッキ等を介して行う。
Next, in a state where the tension members 6, 6,... Are tensioned, concrete is placed on the mold body 3 and cured.
The tension force is introduced into the tension member 6 via a jack or the like (not shown).

コンクリートの養生後、所定の強度が発現したら、固定ボルト5,5,…を取り外し、緊張材6,6,…の緊張力を解放する。   When a predetermined strength develops after curing the concrete, the fixing bolts 5, 5,... Are removed to release the tension of the tension members 6, 6,.

ジャッキによる緊張材6,6,…の緊張力を開放すると、緊張材6,6,…が収縮して、コンクリート部材が一方(ジャッキの反対側)に引っ張られる。コンクリート部材が引っ張られると、型枠本体3にも力が作用するが、型枠本体3は、摩擦低減部材4を介して型枠受け台2の上面をすべる。
そのため、型枠本体3に作用する応力を低減または無くすことができるため、型枠本体3が変形することがなく、繰り返し型枠構造1を使用した場合であっても、高品質にPC部材を製造することができる。
When the tension of the tension members 6, 6, etc. by the jack is released, the tension members 6, 6, etc. contract and the concrete member is pulled to one side (the opposite side of the jack). When the concrete member is pulled, a force is also applied to the mold body 3, but the mold body 3 slides on the upper surface of the mold cradle 2 via the friction reducing member 4.
Therefore, since the stress acting on the mold body 3 can be reduced or eliminated, the mold body 3 is not deformed, and even when the repetitive mold structure 1 is used, the PC member can be used with high quality. Can be manufactured.

型枠本体3は、摩擦低減材4上を滑らすことで、簡易にもとの位置に戻すことができる。
固定ボルト5により、位置決めおよび高さ位置の調整も容易に行うことができる。
The mold body 3 can be easily returned to its original position by sliding on the friction reducing material 4.
The fixing bolt 5 can easily perform positioning and adjustment of the height position.

以上、本発明に係る実施形態について説明した。しかし、本発明は、前述の実施形態に限られず、前記の各構成要素については、本発明の趣旨を逸脱しない範囲で、適宜変更が可能である。   The embodiment according to the present invention has been described above. However, the present invention is not limited to the above-described embodiment, and the above-described components can be appropriately changed without departing from the spirit of the present invention.

1 型枠構造
2 型枠受け台
3 型枠本体
4 摩擦低減部材
5 固定部材
6 緊張材
DESCRIPTION OF SYMBOLS 1 Formwork structure 2 Formwork base 3 Formwork body 4 Friction reduction member 5 Fixing member 6 Tension material

Claims (2)

プレテンション方式によってプレストレスが導入されるPC部材を製造するための型枠構造であって、
型枠受け台と、前記型枠受け台に載置された型枠本体と、前記型枠受け台と前記型枠本体との間に介設された摩擦低減部材と、を備えることを特徴とする、型枠構造。
A mold structure for producing a PC member into which prestress is introduced by a pretension method,
It comprises a formwork cradle, a formwork body placed on the formwork cradle, and a friction reducing member interposed between the formwork cradle and the formwork body, A formwork structure.
前記型枠本体を貫通した固定部材を備えており、
前記固定部材の先端は、前記型枠受け台に固定されていることを特徴とする、請求項1に記載の型枠構造。
A fixing member penetrating the mold body,
The formwork structure according to claim 1, wherein a tip of the fixing member is fixed to the formwork cradle.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3903222A (en) * 1974-04-11 1975-09-02 Jr Patrick F Brown Method for producing prestressed concrete
JP2001062814A (en) * 1999-06-24 2001-03-13 Gun Ei Chem Ind Co Ltd Manufacture of precast concrete material, precast concrete material, manufacture of concrete product, bed for manufacturing concrete product and method for repairing it
JP2001277232A (en) * 2000-03-31 2001-10-09 Abekogyosho Co Ltd Mold device for precast pc plate, and manufacturing method for precast pc plate
JP2003220604A (en) * 2002-01-29 2003-08-05 Ishikawajima Constr Materials Co Ltd Curtain wall and its manufacturing method and apparatus that
JP2009279758A (en) * 2008-05-19 2009-12-03 Ps Mitsubishi Construction Co Ltd Method for producing pretension pc member

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3903222A (en) * 1974-04-11 1975-09-02 Jr Patrick F Brown Method for producing prestressed concrete
JP2001062814A (en) * 1999-06-24 2001-03-13 Gun Ei Chem Ind Co Ltd Manufacture of precast concrete material, precast concrete material, manufacture of concrete product, bed for manufacturing concrete product and method for repairing it
JP2001277232A (en) * 2000-03-31 2001-10-09 Abekogyosho Co Ltd Mold device for precast pc plate, and manufacturing method for precast pc plate
JP2003220604A (en) * 2002-01-29 2003-08-05 Ishikawajima Constr Materials Co Ltd Curtain wall and its manufacturing method and apparatus that
JP2009279758A (en) * 2008-05-19 2009-12-03 Ps Mitsubishi Construction Co Ltd Method for producing pretension pc member

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