JP2008208630A - Form panel-cum-backing member and form construction method of concrete structure - Google Patents

Form panel-cum-backing member and form construction method of concrete structure Download PDF

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JP2008208630A
JP2008208630A JP2007046761A JP2007046761A JP2008208630A JP 2008208630 A JP2008208630 A JP 2008208630A JP 2007046761 A JP2007046761 A JP 2007046761A JP 2007046761 A JP2007046761 A JP 2007046761A JP 2008208630 A JP2008208630 A JP 2008208630A
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interior
exterior
formwork panel
base member
panel
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Kenkichi Sato
賢吉 佐藤
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Abstract

<P>PROBLEM TO BE SOLVED: To conveniently use internal-external facing backing form panels composed of a form panel integrally formed of internal-external facing backing members even in an angle part or a corner part. <P>SOLUTION: This form panel also serving as internal-external facing backings is used for forming the angle part between wall surfaces adjacent at an angle by placing concrete, and is constituted by integrally separably forming the internal-external facing backings on the form panel. The internal-external facing backing members are a long side member, and have a front face composed of parallel two surfaces on the wall surfaces adjacent at the angle, and both side surfaces continuously connected to the front face are inclined in parallel or outside to a straight line when adjusting the straight line in the predetermined moving direction of the form panel to the joining edge with the front face. The form panel has sheathing board adjacent at the angle, and a vertical groove for fitting the front face and a side surface of the internal-external facing backing members is formed in the angle part on the placing surface side. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は建築工事におけるコンクリート型枠工事に用いられる内外装下地部材と型枠パネル及び内外装下地部材の設置を含むコンクリートの型枠工法に関し、特に、コーナーに用いられるものに関する。   The present invention relates to a concrete formwork method including installation of an interior / exterior base member and a formwork panel and an interior / exterior base member used for concrete formwork in construction work, and more particularly, to a method used for a corner.

従来のコンクリート型枠を用いた工法においては、コンクリート躯体を打設し型枠が撤去された後に、コンクリート打設面に木枠で下地材を組んで、これに内外装材類を釘打ちで止めたり、また、軽量鉄骨を組んで、これに内外装材類をタッピングビス類で止めたり、接着剤を団子状に塗って直接内外装材類を圧着したりして固定している。
また、断熱施工を施す場合には、型枠のせき板の内面に合成樹脂発泡体などからなる断熱ボードを予め釘止めした状態でコンクリートを打設し、コンクリート硬化後に合板のみを取り外して、断熱コンクリート壁を形成し、その後、やはり内外装材用の下地材を組んで内外装材類を取り付ける。
このように、コンクリート型枠工事においては、コンクリートの打設後に内外装部材類の固定作業を必要とするが、近年最も合理的な方式として、型枠を構成するせき板を内外装の下地とする工法が行われている。この工法では、発泡プラスチック断熱材と木毛板・新建材板とを貼り合わせた発泡プラスチック断熱板を、内外装材の下地材と兼用できるコンクリート型枠のせき板として使用し、コンクリート打設後に、せき板を除去せずに、その表面に内外装材仕上げが行われる。この工法ではせき板に断熱材を用いるので、断熱施工も同時に施すことができる。
In the conventional method using concrete formwork, after placing the concrete frame and removing the formwork, lay the base material with a wooden frame on the concrete placement surface, and nail the interior and exterior materials on this. The inner and outer materials are fixed with a light steel frame, and the inner and outer materials are fixed with tapping screws, or the adhesive is applied in a dumpling form and the inner and outer materials are directly pressed.
In addition, when heat insulation is applied, concrete is placed in a state where a heat insulation board made of synthetic resin foam or the like is nailed in advance on the inner surface of the mold plate, and only the plywood is removed after the concrete is hardened. A concrete wall is formed, and after that, a base material for the interior and exterior materials is also assembled and the interior and exterior materials are attached.
As described above, in concrete formwork, it is necessary to fix the interior and exterior members after placing concrete. However, in recent years, as the most rational method, the slats constituting the formwork are used as the foundation of the interior and exterior. There is a construction method. In this method, a foamed plastic insulation board, which is a laminate of foamed plastic insulation, wood wool board, and new building material board, is used as a slab for concrete formwork that can also be used as a base material for interior and exterior materials. The inner and outer materials are finished on the surface without removing the weir plate. In this construction method, a heat insulating material is used for the dam plate, so that the heat insulating work can be performed at the same time.

しかしながら、この工法では型枠工事でのせき板に、変形・破壊等に十分な剛性と強度が求められるが、せき板を構成する発泡プラスチック断熱材はパネル自体の強度が弱いので厚さを大きくするか、他の複合板と貼り合わせて一体化しなければならず経済的な負担が大きくなる。また、施工に際して、型枠工事における部材搬入・労務費・運搬費・材料等の保管に関する問題も多い。これらの問題は、強度を要するせき板を内外装の下地として使用することが原因であるが、作業工程の合理下の観点からコンクリートの打設時に内外装の下地がコンクリート躯体に形成されるようにするという利点は維持することが望まれる。
このような問題に鑑みて、本願の発明者は、下記特許文献1、2に型枠パネルのせき板に断面長方形状の溝を設けるとともに、この溝に嵌る内外装下地部材を嵌合したものを内外装下地兼用型枠として提案している。この内外装下地兼用型枠は、コンクリート躯体打設後、内外装下地部材のみを残して型枠パネルを取り去るものであり、せき板の強度は縦溝と内外装下地部材により維持できるとともに、コンクリートの打設時に内外装の下地がコンクリート躯体に形成できる。
特開2006−9570公報 特開2006−104935公報
However, this construction method requires the rigidity and strength sufficient for deformation and breakage of the slats in the formwork. However, the foamed plastic insulation that forms the slats is weak because the panel itself is weak. In other words, it has to be bonded and integrated with another composite plate, which increases the economic burden. In addition, there are many problems related to storage of parts, labor costs, transportation costs, materials, etc. during formwork during construction. These problems are caused by the use of strong slats as the foundation of the interior and exterior, but from the viewpoint of rational work processes, the interior and exterior foundations are formed on the concrete frame when placing concrete. It is desirable to maintain the advantage of
In view of such problems, the inventor of the present application provided a groove having a rectangular cross section in the sill plate of the formwork panel in Patent Documents 1 and 2 below, and fitted an interior / exterior base member that fits into the groove. Is proposed as a formwork for both interior and exterior substrates. This interior / exterior foundation combined form is designed to remove the formwork panel leaving only the interior / exterior foundation member after placing the concrete frame, and the strength of the slats can be maintained by the vertical grooves and the interior / exterior foundation member, The base of the interior and exterior can be formed on the concrete frame at the time of casting.
JP 2006-9570 A JP 2006-104935 A

しかし、上記内外装下地兼用型枠パネルは、内外装下地部材が断面長方形状であるので、角度をもって隣接する壁面間の入隅部に固定すると、一方の前面に内装又は外装を固定すると、他方側の前面はこの内装又は外装に塞がれることとなるので、隣接する両壁面の内装又は外装を固定ことができない。さらに、角度をもって隣接する壁面同士がラウンド面を持つコーナーで形成される場合は、ラウンド面に長方形状の内外装下地部材を固定することはできるが、この場合内外装下地部材同士が互いに異なる角度をもって固定されるので、内外装下地部材の側面が型枠パネルの縦溝に支え、内外装下地部材をコンクリート打設面に固定したまま型枠パネルを取り外すことができない。
本発明は、このような問題に鑑みて、内外装下地部材を一体に形成した型枠パネルからなる内外装下地型枠パネルにおいて、角部又はコーナー部においても不都合なく使用できるようにすることを課題とする。
However, in the above-mentioned interior / exterior foundation combined form panel, the interior / exterior foundation member has a rectangular cross section. Therefore, when the interior or exterior is fixed to one front surface, Since the front surface on the side is blocked by this interior or exterior, the interior or exterior of both adjacent wall surfaces cannot be fixed. Furthermore, when the wall surfaces adjacent to each other at an angle are formed with corners having round surfaces, it is possible to fix the rectangular interior / exterior substrate member to the round surface, but in this case, the interior / exterior substrate members are different from each other. Therefore, the side surface of the inner / outer base member is supported by the vertical groove of the form panel, and the form panel cannot be removed while the inner / outer base member is fixed to the concrete placing surface.
In view of such a problem, the present invention provides an interior / exterior foundation formwork panel formed of a formwork panel in which interior / exterior foundation members are integrally formed, and can be used without inconvenience even at corners or corners. Let it be an issue.

上記課題を解決するために、本発明は次のような構成を有する。
請求項1に記載の発明は、角度をもって隣り合う壁面間の角部をコンクリートで打設形成するために用いる、型枠パネルに内外装下地部材を分離可能に一体に形成した内外装下地兼用型枠パネルであり、内外装下地部材は、長尺部材であって、前記角部に固定した状態において、前記角度をもって隣接する前記壁面に平行な2面からなる前面を有し、前記前面に連接する両側面は型枠パネルの所定の移動方向に沿った直線を前面との接合縁と合わせると、当該直線に対し平行もしくは外側に傾いている。また、型枠パネルは、前記角度をもって隣接するせき板を有し、打設面側の角部分に前記内外装下地部材の前記前面及び側面が嵌合する縦溝が形成される。なお、本願において「所定の移動方向」とはコンクリート躯体を内外装下地兼用型枠パネルで打設した後に、想定される型枠パネルを取り外す方向を意味し、「当該直線に対し外側に傾く」とは、側面が、当該直線よりも内外装下地部材の中心から離れる方向に沿うように形成されることを意味する。
請求項2に記載の発明は、角度をもって隣り合う壁面間の角部をコンクリートで打設形成するために用いる、型枠パネルに内外装下地部材を分離可能に一体に形成した内外装下地兼用型枠パネルであり、内外装下地部材は、長尺部材であって、前記角部に固定した状態において、前記角度をもって隣接する前記壁面に平行な2面からなる前面を有する。また、型枠パネルは、前記角度をもって隣接するせき板を有し、打設面側の角部分に、前記内外装下地部材の前記前面及び当該前面に連接する側面が嵌合する縦溝が形成されるとともに、当該縦溝の底面に当該縦溝の長手方向に沿った分割面により分割可能に形成される。
請求項3に記載の発明は、前記内外装下地兼用型枠パネルにおいて、前記内外装下地部材は、長手方向に沿った分割面により分割可能に形成されるものである。
In order to solve the above problems, the present invention has the following configuration.
The invention according to claim 1 is an interior / exterior foundation combined mold in which corner portions between adjacent wall surfaces with an angle are cast and formed with concrete, and an interior / exterior foundation member is integrally formed on a mold panel in a separable manner. A frame panel, and the interior / exterior base member is a long member, and has a front surface composed of two surfaces parallel to the wall surface adjacent to the angle in a state fixed to the corner portion, and is connected to the front surface. Both side surfaces are inclined parallel or outward with respect to the straight line when a straight line along a predetermined movement direction of the formwork panel is aligned with the joint edge with the front surface. In addition, the formwork panel has a siding plate adjacent at the angle, and a vertical groove in which the front surface and the side surface of the inner / outer base member are fitted is formed at a corner portion on the casting surface side. In the present application, the “predetermined moving direction” means a direction in which the assumed formwork panel is removed after placing the concrete frame with the interior / exterior foundation combined formwork panel, and “inclined outward relative to the straight line”. The term “side surface” means that the side surface is formed along the direction away from the center of the interior / exterior base member rather than the straight line.
The invention according to claim 2 is an interior / exterior foundation combined mold in which corner portions between adjacent wall surfaces with an angle are formed with concrete, and an interior / exterior foundation member is integrally formed on a mold panel in a separable manner. It is a frame panel, and the interior / exterior base member is a long member, and has a front surface formed of two surfaces parallel to the wall surface adjacent to the angle when fixed to the corner portion. In addition, the formwork panel has a piercing plate adjacent at the angle, and a vertical groove in which the front surface of the inner and outer base member and the side surface connected to the front surface are fitted is formed at a corner portion on the casting surface side. In addition, the bottom surface of the vertical groove is formed so as to be split by a split surface along the longitudinal direction of the vertical groove.
According to a third aspect of the present invention, in the interior / exterior substrate combined formwork panel, the inner / exterior substrate member is formed to be separable by a dividing surface along the longitudinal direction.

請求項4に記載の発明は、角度をもって隣り合う壁面間のラウンド面で形成されるコーナー部をコンクリートで打設形成するために用いる、型枠パネルに内外装下地部材を分離可能に一体に形成した内外装下地兼用型枠パネルであり、内外装下地部材は断面四角形状の長尺部材であって1以上設けられ、前記ラウンド面の所定位置に固定した状態において、前面の両縁と連接する側面は型枠パネルの所定の移動方向に沿った直線を前面との接合縁と合わせると、当該直線に対し平行もしくは外側に傾いている。また、型枠パネルは、前記ラウンド面に沿ったせき板を有し、打設面側の前記所定位置に対応する位置に、前記内外装下地部材の前記前面及び側面が嵌合する縦溝が形成される。
請求項5に記載の発明は、角度をもって隣り合う壁面間のラウンド面で形成されるコーナー部をコンクリートで打設形成するために用いる、型枠パネルに内外装下地部材を分離可能に一体に形成した内外装下地兼用型枠パネルであって、内外装下地部材は断面台形状の長尺部材からなり、一以上設けられ、型枠パネルは、前記ラウンド面に沿ったせき板を有し、前記内外装下地部材の前面及び側面が嵌合する縦溝が形成されるとともに、当該縦溝の底面の少なくとも1つにおいて長手方向に沿った分割面に沿って分割可能に形成されるものである。
The invention according to claim 4 is used to form a corner portion formed by a round surface between adjacent wall surfaces with an angle by using concrete, and the interior and exterior base members are integrally formed on the mold panel in a separable manner. An interior / exterior substrate combined formwork panel, wherein the interior / exterior substrate member is a long member having a rectangular cross section and is provided with one or more, and is connected to both edges of the front surface in a state of being fixed at a predetermined position on the round surface. When a straight line along a predetermined moving direction of the formwork panel is aligned with a joining edge with the front surface, the side surface is inclined parallel or outward with respect to the straight line. Further, the formwork panel has a skirt plate along the round surface, and a vertical groove into which the front and side surfaces of the inner and outer base members are fitted at a position corresponding to the predetermined position on the placement surface side. It is formed.
The invention according to claim 5 is used to form a corner portion formed by a round surface between adjacent wall surfaces at an angle with concrete, and to integrally form the interior / exterior base member on the formwork panel in a separable manner. The interior / exterior foundation combined formwork panel, wherein the interior / exterior foundation member is made of a long member having a trapezoidal cross section and is provided with one or more, and the formwork panel has a slat along the round surface, A longitudinal groove is formed in which the front and side surfaces of the inner and outer base members are fitted, and at least one of the bottom surfaces of the longitudinal groove is formed so as to be separable along a dividing surface along the longitudinal direction.

請求項6に記載の発明は、請求項1から5のいずれか1項に記載される内外装下地部材である。
請求項7に記載の発明は、請求項1、2、4、5のいずれか1項に記載される型枠パネルである。
請求項8に記載の発明は、前記内外装下地兼用型枠パネルをコンクリート打設面に固定し、コンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、形成されたコンクリート躯体から前記内外装下地部材を残して前記型枠パネルを解体撤去する型枠パネル除去工程とを有するコンクリート構造物の型枠工法である。
The invention described in claim 6 is the interior / exterior base member described in any one of claims 1 to 5.
The invention described in claim 7 is the formwork panel described in any one of claims 1, 2, 4, and 5.
The invention according to claim 8 is a concrete placement step of fixing the interior / exterior underlaying formwork panel to a concrete placement surface, placing concrete to form a concrete frame, and from the formed concrete frame, A formwork method for a concrete structure having a formwork panel removing step of dismantling and removing the formwork panel while leaving an inner / outer base member.

請求項1に記載の発明は、内外装下地部材の前面が角度を持って隣接する壁面のそれぞれに平行に2面形成されるので、内外装材を干渉することなくそれぞれの面に固定することができ、また、内外装下地部材の側面が、型枠パネルの所定の移動方向に移動した際に、移動方向に邪魔にならないように移動方向に対して平行か、移動方向に対して前面から外側に傾くように形成されているので、型枠パネルから内外装下地部材をコンクリート躯体に固定したままスムーズに取り去ることができる。
請求項2に記載の発明は、やはり、内外装下地部材の前面が角度を持って隣接する壁面のそれぞれに平行に2面形成されるので、内外装材を干渉することなくそれぞれの面に固定することができ、また、型枠パネルが分離できるので、内外装下地部材の側面が邪魔にならないように分割することでスムーズに型枠パネルを取り去ることができるとともに、型枠パネルの収納運搬に際してコンパクトにたたむことができる。
請求項3に記載の発明は、内外装下地部材を長手方向に沿った分割面により分割可能に形成することで、収納運搬に資するとともに、断面長方形状の汎用の部材を加工することによって上記内外装下地部材を形成することができる。
According to the first aspect of the present invention, since the front surface of the inner / outer base member is formed in parallel with each of the adjacent wall surfaces at an angle, the inner / outer material is fixed to each surface without interference. In addition, when the side surface of the interior / exterior base member moves in the predetermined movement direction of the formwork panel, it is parallel to the movement direction so as not to interfere with the movement direction, or from the front side with respect to the movement direction. Since it forms so that it may incline outside, it can remove smoothly from the formwork panel, fixing the interior / exterior base member to the concrete frame.
According to the second aspect of the present invention, since the front surface of the inner / outer base member is formed in parallel to each of the adjacent wall surfaces at an angle, the inner / outer material is fixed to each surface without interfering with each other. In addition, since the formwork panel can be separated, it is possible to remove the formwork panel smoothly by dividing it so that the side surfaces of the inner and outer base members do not get in the way. It can be folded compactly.
The invention according to claim 3 contributes to storage and transportation by forming the interior / exterior base member so as to be split by a split surface along the longitudinal direction, and by processing a general-purpose member having a rectangular cross section. An exterior base member can be formed.

請求項4に記載の発明は、ラウンド面で形成されるコーナー部において、内外装下地部材の側面が、型枠パネルの所定の移動方向に移動した際に、移動方向に邪魔にならないように移動方向に対して平行か、移動方向に対して前面から外側に傾くように形成されているので、型枠パネルから内外装下地部材をコンクリート躯体に固定したままスムーズに取り去ることができる。
請求項5に記載の発明は、ラウンド面で形成されるコーナー部において、内外装下地部材の側面が邪魔にならないように分割することでスムーズに型枠パネルを取り去ることができるとともに、型枠パネルの収納運搬に際してコンパクトにたたむことができる。
According to the fourth aspect of the present invention, when the side surface of the interior / exterior base member moves in the predetermined movement direction of the formwork panel at the corner portion formed by the round surface, the movement direction is not disturbed. Since it is formed so as to be parallel to the direction or inclined outward from the front surface with respect to the moving direction, the interior / exterior base member can be smoothly removed from the form panel while being fixed to the concrete frame.
According to the fifth aspect of the present invention, the formwork panel can be smoothly removed by dividing the corner portion formed by the round surface so that the side surface of the inner and outer base members does not get in the way, and the formwork panel. It can be folded compactly when storing and transporting.

請求項6に記載に係る内外装下地部材を用いることで、請求項1から5に記載された内外装下地兼用型枠パネルを実現することができる。
請求項7に記載に係る型枠パネルを用いることで、請求項1、2、4、5に記載された内外層下地兼用型枠パネルを実現することができる。
請求項8に記載の発明は、請求項1から5に記載の内外装下地兼用型枠パネルを用いることで、コンクリート躯体の角部もしくはラウンド面の型枠工法において、コンクリート躯体の形成と内外装下地部材の固定が同時に行えるので、作業効率がよく、また、内外装下地兼用型枠パネルは縦溝及びこれに嵌合する内外装下地部材により縦方向の剛性は十分に強いので縦端太材を設ける必要が無く、これの設置、組み立て、解体、撤去等の作業を行う必要がなくなるので、これによっても作業効率を高めることができる。
By using the interior / exterior substrate member according to claim 6, the interior / exterior substrate combined formwork panel according to claims 1 to 5 can be realized.
By using the formwork panel according to claim 7, the inner / outer layer base formwork panel according to claims 1, 2, 4, and 5 can be realized.
The invention according to claim 8 uses the interior / exterior base and formwork panel according to claims 1 to 5 to form the concrete case and the interior / exterior in the form method of the corner or round surface of the concrete case. Since the base member can be fixed at the same time, the work efficiency is good, and the inner / outer base combined formwork panel has a vertical groove and the inner / outer base member fitted to it is sufficiently strong in the vertical direction so Since there is no need to perform operations such as installing, assembling, dismantling, and removing, it is possible to improve work efficiency.

以下、本発明の実施の形態について、図面を参照しながら説明する。
(実施形態1)
図1(a)(b)に実施形態1に係る内外装下地兼型枠パネルXを構成する内外装下地部材20のそれそれ異なる方向から見た一部拡大斜視図を示す。内外装下地部材20は、合成樹脂により形成される長尺部材であって、断面形状が中空のL字状に形成される。言い換えると、この断面形状は一つの角が270度で残りの角が90度の6角形状に形成される。そして、この270度の角を挟む2面が内外装を取り付ける前面21を形成し、この前面に平行な2面が背面22を形成し、前面21及び背面22の両縁に連接する面が側面23を形成する。この内外装下地部材20は、90度に形成される入隅部に用いられるものであり、背面22を入隅部にあわせると前面は入隅部に隣接する2面のコンクリート壁面に平行となる。なお、入隅部の角度が変われば、内外装下地部材20の断面形状は適宜変更すればよく、この際、原則として前面はコンクリート壁面と平行になるように形成される。内外装下地部材20の前面21、21には、ネジ穴21aが長手方向に等間隔で設けられている。また、前面21、21の一方の面には、フォームタイの基端が通ることができる孔であるフォームタイ用貫通孔21bが、やはり長手方向に等間隔に設けられている。そして、背面22、22のフォームタイ用貫通孔21bに相対する位置には、セパレーターを通すことができる孔であるセパレーター用貫通孔22aが設けられている。また、側面23のこのセパレーター用貫通孔22aと同じ高さの位置には、セパレーター用貫通孔22a部分に工具を入れて作業をするために側面貫通孔23aが設けられている。さらに、背面22側には、背面22に直交するように背面方向に突出する短冊板状のアンカー部22bが長手方向に等間隔に設けられている。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
(Embodiment 1)
FIGS. 1A and 1B are partially enlarged perspective views of the interior / exterior foundation / member frame 20 constituting the interior / exterior foundation / formwork panel X according to Embodiment 1 as seen from different directions. The interior / exterior base member 20 is a long member formed of a synthetic resin, and is formed in an L shape having a hollow cross-sectional shape. In other words, this cross-sectional shape is formed into a hexagonal shape with one angle of 270 degrees and the remaining angle of 90 degrees. The two surfaces sandwiching the corner of 270 degrees form the front surface 21 for attaching the interior and exterior, the two surfaces parallel to the front surface form the back surface 22, and the surfaces connected to both edges of the front surface 21 and the back surface 22 are side surfaces. 23 is formed. The interior / exterior base member 20 is used for a corner formed at 90 degrees, and when the rear surface 22 is aligned with the corner, the front surface is parallel to the two concrete wall surfaces adjacent to the corner. . In addition, if the angle of the corner is changed, the cross-sectional shape of the inner / outer base member 20 may be changed as appropriate, and in this case, as a rule, the front surface is formed to be parallel to the concrete wall surface. Screw holes 21 a are provided at equal intervals in the longitudinal direction on the front surfaces 21 of the inner / outer base member 20. Also, foam tie through holes 21b, which are holes through which the base ends of the foam ties can pass, are provided at equal intervals in the longitudinal direction on one surface of the front surfaces 21 and 21, respectively. A separator through-hole 22a, which is a hole through which the separator can pass, is provided at positions on the back surfaces 22 and 22 opposite to the foam tie through-hole 21b. In addition, a side surface through hole 23a is provided at a position on the side surface 23 at the same height as the separator through hole 22a in order to insert a tool into the separator through hole 22a. Furthermore, on the back surface 22 side, strip-like anchor portions 22b that protrude in the back surface direction so as to be orthogonal to the back surface 22 are provided at equal intervals in the longitudinal direction.

図2に内外装下地兼型枠パネルXを構成する型枠パネル10の一部拡大斜視図を示す。型枠パネル10は、合成樹脂性の直角に屈曲したせき板11により構成される。せき板11の両端面には直角に立ち上がった、外枠13が一体に形成される。この型枠パネル10は入隅部用なので、外角に隣接する面が打設面となる。また、せき板11の屈曲している角部分の打設面側には、内外装下地部材20の前面21及び側面23が嵌合できる縦溝12が形成されている。縦溝の底面の、内外装下地部材20を嵌合させた際に前記ねじ穴21aと相対する面にはネジが貫通するネジ止め用貫通孔12aが形成され、また、フォームタイ用貫通孔21bと相対する面にはフォームタイの基端部が通る孔である第2フォームタイ用貫通孔12bが形成されている。   FIG. 2 shows a partially enlarged perspective view of the formwork panel 10 constituting the interior / exterior base / formwork panel X. FIG. The formwork panel 10 is composed of a synthetic resin-made bending plate 11 bent at a right angle. Outer frames 13, which stand up at right angles, are integrally formed on both end surfaces of the dam plate 11. Since this formwork panel 10 is for the corner, the surface adjacent to the outer corner becomes the placement surface. Further, a vertical groove 12 in which the front surface 21 and the side surface 23 of the inner / outer base member 20 can be fitted is formed on the side of the corner portion where the baffle plate 11 is bent. A screw fixing through hole 12a through which a screw passes is formed on a surface of the bottom surface of the vertical groove facing the screw hole 21a when the inner / outer base member 20 is fitted, and a foam tie through hole 21b. A second foam tie through-hole 12b, which is a hole through which the base end portion of the foam tie passes, is formed on the surface opposite to the surface.

次に、以上のような構成を有する型枠パネル10及び内外装下地部材20とからなる内外装下地兼用型枠パネルXを用いたコンクリート構造物の型枠工法について説明する。まず、内外装下地部材20を型枠パネル10の縦溝に嵌合させ、型枠パネル10のネジ止め用貫通孔12aからボルトなどを通して内外装下地部材20のネジ穴21aに係合させ、型枠パネル10と内外装下地部材20とを一体に固定し、内外装下地兼型枠パネルXを形成する。この作業は、通常は現場ではなく、工場等で行っておき現場に搬入する。次に、この内外装下地兼型枠パネルXを建て込み支保工で固定して、コンクリートを打設する。図3に内外装下地兼型枠パネルXを建て込んでコンクリートを打設した状態を示す一部拡大斜視図を示し、図4にこの状態の平面図を示す。なお、内外装下地兼型枠パネルXの以外の型枠パネルは、ここでは、説明の便宜上一般的な型枠パネルを使用しているが、平らな面には特開2006−9570公報に示す内外装下地兼型枠パネルを用い、出隅部には後述する内外装下地兼型枠パネルYを用いるのが好適である。図4に示すように、コンクリートを打設する前に建て込んだ内外装下地兼型枠パネルXはセパレーター用貫通孔11a及びセパレーター用貫通孔12bを介してセパレーターSを取り付け、セパレーターSに適宜フォームタイFを取り付けるとととに、横端太材Hを所定の間隔設けた支保工で固定する。
コンクリート打設後、コンクリートを養生、硬化させたのち支保工を取り外す。この状態で、内外装下地部材20はセパレーターS及びアンカー部22bによりコンクリート躯体に固定される。次に、型枠パネル10と内外装下地部材20とを固定しているボルト等を取り外し、内外装下地部材20をコンクリート躯体に残したまま型枠パネル10を取り外す。その後、内外装下地部材20に内外装をネジ穴21a等を利用して固定し仕上げ工事を行う。
Next, the formwork method of a concrete structure using the interior / exterior base combined formwork panel X including the formwork panel 10 and the interior / exterior base member 20 having the above-described configuration will be described. First, the inner / outer base member 20 is fitted into the vertical groove of the mold panel 10 and is engaged with the screw hole 21a of the inner / outer base member 20 through a bolt or the like from the screwing through hole 12a of the mold panel 10 to form the mold. The frame panel 10 and the interior / exterior base member 20 are fixed integrally to form the interior / exterior base / form frame panel X. This operation is usually performed at a factory or the like, not at the site, and is carried into the site. Next, the interior / exterior substrate / formwork panel X is fixed by a built-in supporter, and concrete is placed. FIG. 3 shows a partially enlarged perspective view showing a state in which the interior / exterior substrate / formwork panel X is built and concrete is placed, and FIG. 4 is a plan view of this state. Here, as the formwork panels other than the interior / exterior base / formwork panel X, a general formwork panel is used here for convenience of explanation, but a flat surface is disclosed in JP-A-2006-9570. It is preferable to use an interior / exterior substrate / formwork panel and use an interior / exterior substrate / formwork panel Y, which will be described later, at the protruding corner. As shown in FIG. 4, the interior / exterior substrate / formwork panel X built before placing concrete is attached with a separator S through a separator through-hole 11a and a separator through-hole 12b. When the tie F is attached, the lateral end thick material H is fixed by a supporting work provided at a predetermined interval.
After placing the concrete, after curing and hardening the concrete, remove the support. In this state, the interior / exterior base member 20 is fixed to the concrete frame by the separator S and the anchor portion 22b. Next, the bolts etc. which fix the formwork panel 10 and the interior / exterior base member 20 are removed, and the formwork panel 10 is removed while leaving the interior / exterior base member 20 in the concrete frame. Thereafter, the interior and exterior are fixed to the interior and exterior base member 20 using the screw holes 21a and the finishing work is performed.

ところで、図5の平面図に示すように型枠パネル10を内外装下地部材20から取り外す際には、型枠パネル10を取り外す方向(移動方向A)に型枠パネル10を移動させた際に内外装下地部材20の側面23が支えないことが必要である。本実施形態に係る内外装下地部材20の側面23は、図5に示すように移動方向Aを両壁面の2等分線方向とし、この移動方向に沿った直線に対して前面との境を基準に外側に角度αだけ傾いているので、型枠パネル10を容易に抜くことができる。側面23はこの角度αが0度以上あれば型枠パネル10を取り外すことができる。また、移動方向Aは適宜変更することができ、側面23の角度の範囲もこれに応じて変わることとなる。   By the way, when removing the formwork panel 10 from the interior / exterior base member 20 as shown in the plan view of FIG. 5, when the formwork panel 10 is moved in the direction of removing the formwork panel 10 (movement direction A). It is necessary that the side surface 23 of the inner / outer base member 20 does not support. As shown in FIG. 5, the side surface 23 of the interior / exterior base member 20 according to the present embodiment has a movement direction A as a bisector of both wall surfaces, and a boundary with the front surface with respect to a straight line along the movement direction. Since it is inclined to the outside by an angle α, the formwork panel 10 can be easily pulled out. The side panel 23 can remove the formwork panel 10 if the angle α is 0 ° or more. Moreover, the moving direction A can be changed as appropriate, and the range of the angle of the side surface 23 will change accordingly.

次に、内外装下地兼用型枠パネルXを用いた他のコンクリート構造物の型枠工法について説明する。なお、ここで用いる内外装下地部材20にはアンカー部22bは形成されていないものとする。まず、内外装下地部材20と型枠パネル10とを結合して内外装下地兼用型枠パネルXを形成する。次に、この内外装下地兼用型枠パネルを躯体の形状に建て込むのであるが、この際、図6に示すように断熱板Dを型枠パネル10の打設面側に挟みこむ。その後、セパレーターS、フォームタイF、横端太材Hなどを設置し支保工により固定してコンクリートを打設し、養生硬化させる。その後、断熱板Dと内外装下地部材20とをコンクリート躯体に残して、やはり内外装下地部材20に内外装材を固定して仕上げ工事を行う。なお、内外装下地部材20と断熱板DとはセパレーターSにより固定されているので、セパレーターSと内外装下地部材20とを固定しているナットを緩めて、内外装下地部材20と断熱板Dとの間パッキン類等の介在物を挿入することで不陸を調整することができる。この際内外装下地部材20の側面に側面貫通孔23aが設けられているので、この穴からスパナなどの工具を用いて容易に調整作業を行うことができる。   Next, the formwork method of another concrete structure using the interior / exterior foundation combined formwork panel X will be described. In addition, the anchor part 22b shall not be formed in the interior / exterior base member 20 used here. First, the interior / exterior foundation member 20 and the formwork panel 10 are joined together to form the interior / exterior foundation combined formwork panel X. Next, the interior / exterior underlaying formwork panel is built in the shape of a housing. At this time, as shown in FIG. 6, the heat insulating plate D is sandwiched between the placement surface side of the formwork panel 10. Then, separator S, foam tie F, lateral end thick material H, etc. are installed, fixed by supporting work, and concrete is cast and cured. Thereafter, the heat insulating plate D and the interior / exterior base member 20 are left in the concrete frame, and the interior / exterior material is fixed to the interior / exterior base member 20 and finishing work is performed. Since the inner / outer base member 20 and the heat insulating plate D are fixed by the separator S, the nut fixing the separator S and the inner / outer base member 20 is loosened, and the inner / outer base member 20 and the heat insulating plate D are loosened. It is possible to adjust the unevenness by inserting inclusions such as packing. At this time, since the side surface through-hole 23a is provided on the side surface of the inner / outer base member 20, the adjustment work can be easily performed using a tool such as a spanner from the hole.

なお、本実施形態における型枠パネル10は、図7(a)の状態から、施工現場において図7(b)に示すように切断して別途外枠を構成する板体13aを切断縁に固定して間隔の調整を行った後に使用することができる。これは以下に示す他の実施形態における型枠パネルにおいても同様である。
さらに、内外装下地部材20は、図8(a)の分解一部斜視図に示すように、2つの断面長方形状の部材20A、20Bにより構成するようにしてもよい。20A及び20Bを合わせることで、図8(b)に示すように、上述した内外装下地部材10と同じ形状を実現できる。この際、接合面10dは分割面を形成する。20A、20Bは型枠パネル10に固定され、また、コンクリート躯体に固定されるので、両者を互いに固定する必要はない。
また、上記実施形態においては、工場等で予め内外装下地部材20と型枠パネル10とを一体にしたが、現場において、セパレーターSを用いて内外装下地部材20を予め設置しておき、この内外装下地部材20に型枠パネル10を取り付けるようにしてもよい。この際、内外装下地部材20の側面に設けられる側面貫通孔23によりセパレーターSと内外装下地部材20との取り付け効率を上げることができる。
In addition, the formwork panel 10 in the present embodiment is cut from the state of FIG. 7A at the construction site as shown in FIG. 7B, and the plate body 13a constituting the outer frame is separately fixed to the cutting edge. Then, it can be used after adjusting the interval. The same applies to the formwork panels in other embodiments described below.
Furthermore, as shown in the exploded partial perspective view of FIG. 8A, the inner / outer base member 20 may be configured by two members 20A and 20B having a rectangular cross section. By combining 20A and 20B, as shown in FIG. 8B, the same shape as the above-described inner and outer base member 10 can be realized. At this time, the joint surface 10d forms a split surface. Since 20A and 20B are fixed to the formwork panel 10 and fixed to the concrete frame, it is not necessary to fix them to each other.
Moreover, in the said embodiment, although the interior / exterior foundation | substrate member 20 and the formwork panel 10 were integrated previously in the factory etc., the interior / exterior foundation | substrate member 20 was previously installed using the separator S in this field, and this The formwork panel 10 may be attached to the inner / outer base member 20. At this time, the attachment efficiency between the separator S and the inner / outer base member 20 can be increased by the side surface through-holes 23 provided in the side surface of the inner / outer base member 20.

(実施形態2)
図9(a)(b)に実施形態2に係る内外装下地兼型枠パネルYを構成する内外装下地部材40のそれぞれ異なる方向から見た一部拡大斜視図を示す。内外装下地部材40は、合成樹脂により形成される長尺部材であって、断面形状がL字状に形成される。言い換えると、この断面形状は一つの角が270度で残りの角が90度の6角形状に形成される。そして、この270度の角に対向する角を挟む2面が内外装を取り付ける前面41、41を形成し、この前面41に平行な2面が背面42、42を形成し、前面41及び背面42の両縁に連接する面が側面43、43を形成する。この内外装下地部材40は、90度に形成される出隅部に用いられるものであり、背面42を出隅部にあわせると前面41は出隅部に隣接する2面のコンクリート壁面に平行となる。なお、出隅部の角度が変われば、やはり内外装下地部材40の断面形状は適宜変更すればよく、この際、原則として前面41はコンクリート壁面と平行になるように形成される。内外装下地部材40の前面41、41には、ネジ穴41aが長手方向に等間隔で設けられている。また、背面42側には、背面42に直交するように背面方向に突出する短冊板状のアンカー部42bが長手方向に等間隔に設けられている。
(Embodiment 2)
9 (a) and 9 (b) are partially enlarged perspective views of the interior / exterior substrate / formwork panel Y according to Embodiment 2 as viewed from different directions. The interior / exterior base member 40 is a long member formed of a synthetic resin, and has an L-shaped cross section. In other words, this cross-sectional shape is formed into a hexagonal shape with one angle of 270 degrees and the remaining angle of 90 degrees. The two surfaces sandwiching the corner opposite to the corner of 270 degrees form the front surfaces 41 and 41 for attaching the interior and exterior, and the two surfaces parallel to the front surface 41 form the back surfaces 42 and 42, and the front surface 41 and the back surface 42 Surfaces connected to both edges form side surfaces 43, 43. The interior / exterior base member 40 is used for a protruding corner portion formed at 90 degrees. When the back surface 42 is aligned with the protruding corner portion, the front surface 41 is parallel to the two concrete wall surfaces adjacent to the protruding corner portion. Become. If the angle of the protruding corner changes, the cross-sectional shape of the interior / exterior base member 40 may be changed as appropriate. In this case, in principle, the front surface 41 is formed to be parallel to the concrete wall surface. Screw holes 41 a are provided at equal intervals in the longitudinal direction on the front surfaces 41, 41 of the inner / outer base member 40. In addition, on the back surface 42 side, strip-like anchor portions 42b that protrude in the back surface direction so as to be orthogonal to the back surface 42 are provided at equal intervals in the longitudinal direction.

図10に実施形態2に係る内外装下地兼型枠パネルYを構成する型枠パネル30の分解一部拡大斜視図を示す。型枠パネル30は、合成樹脂性の直角に屈曲したせき板31を、屈曲部を分割面32Xとして分割したものである。この型枠パネル30は出隅部用なので、内角に隣接する面が打設面となる。また、せき板31、31の屈曲している分割面を構成する角部分の打設面側には、結合状態において内外装下地部材40の前面41及び側面43が嵌合できる縦溝32が形成される。縦溝32の底面の、内外装下地部材40を嵌合させた際に前記ねじ穴41aと相対する面にはネジが貫通するネジ止め用貫通孔32aが形成される。また、せき板31の縦溝32以外の面には、長手方向に、セパレーターを通すことができる孔であるセパレーター用貫通孔31aが形成されている。また、分割されたせき板31の両端面には直角に立ち上がった外枠33が一体に形成されている。   FIG. 10 shows an exploded partial enlarged perspective view of the formwork panel 30 constituting the interior / exterior base / formwork panel Y according to the second embodiment. The formwork panel 30 is obtained by dividing a synthetic resin-made bending plate 31 at a right angle with a bent portion as a dividing surface 32X. Since this formwork panel 30 is for the projecting corner, the surface adjacent to the inner corner is the casting surface. Further, a vertical groove 32 that can fit the front surface 41 and the side surface 43 of the inner / outer base member 40 in the coupled state is formed on the side of the corner surface constituting the dividing surface where the dividing plates 31 and 31 are bent. Is done. A screwing through hole 32a through which a screw passes is formed on a surface of the bottom surface of the vertical groove 32 that faces the screw hole 41a when the inner / outer base member 40 is fitted. Further, a separator through-hole 31a, which is a hole through which the separator can pass, is formed in the longitudinal direction other than the vertical groove 32 of the dam plate 31. In addition, outer frame 33 rising up at a right angle is integrally formed on both end faces of the divided plate 31.

次に、以上のような構成を有する型枠パネル30及び内外装下地部材40とからなる内外装下地兼用型枠パネルYを用いたコンクリート構造物の型枠工法について説明する。まず、内外装下地部材40を型枠パネル30の縦溝に嵌合させ、型枠パネル30のネジ止め用貫通孔32aからボルトなどを通して内外装下地部材40のネジ穴41aに係合させ、型枠パネル30と内外装下地部材40とを一体に固定し、内外装下地兼型枠パネルYを形成する。この作業は、やはり通常は現場ではなく、工場等で行っておき現場に搬入する。次に、この内外装下地兼型枠パネルYを建て込み支保工で固定し、コンクリートを打設する。図11に内外装下地兼型枠パネルYを建て込んでコンクリートを打設した状態を示す一部拡大斜視図を示し、図12にこの状態の平面図を示す。なお、やはり内外装下地兼型枠パネルYの以外の型枠パネルは、ここでは、説明の便宜上一般的な型枠パネルを使用しているが、平らな面には特開2006−9570公報に示す内外装下地兼型枠パネルを用い、入隅部には前述した内外装下地兼型枠パネルXを用いるのが好適である。図12に示すように、コンクリートを打設するまえに建て込んだ内外装下地兼型枠パネルYはセパレーター用貫通孔31aを介してセパレーターSを取り付け、セパレーターSに適宜フォームタイFを取り付けるとととに、横端太材Hを所定の間隔設けた支保工で固定しておく。   Next, a formwork method for a concrete structure using the interior / exterior base combined formwork panel Y including the formwork panel 30 and the interior / exterior base member 40 having the above-described configuration will be described. First, the inner / outer base member 40 is fitted into the vertical groove of the mold panel 30 and is engaged with the screw holes 41a of the inner / outer base member 40 through bolts or the like from the screwing through holes 32a of the mold panel 30 to form the mold. The frame panel 30 and the interior / exterior substrate member 40 are fixed integrally to form the interior / exterior substrate / form frame panel Y. This work is not usually performed at the site, but is carried out at a factory or the like and carried into the site. Next, this interior / exterior substrate / formwork panel Y is built and fixed by a supporting work, and concrete is placed. FIG. 11 is a partially enlarged perspective view showing a state in which the interior / exterior base / formwork panel Y is built and concrete is placed, and FIG. 12 is a plan view of this state. In addition, as for the formwork panels other than the interior / exterior base / formwork panel Y, here, a general formwork panel is used for convenience of explanation, but a flat surface is disclosed in JP-A-2006-9570. It is preferable to use the interior / exterior base / formwork panel shown, and use the above-mentioned interior / exterior base / formwork panel X at the corner. As shown in FIG. 12, the interior / exterior substrate / form panel Y built before placing concrete is attached with a separator S through a separator through hole 31a, and a foam tie F is appropriately attached to the separator S. At the same time, the thick end H is fixed by a supporting work provided at a predetermined interval.

コンクリート打設後、コンクリートを養生、硬化させたのち支保工を取り外す。この状態で、内外装下地部材40はアンカー部42bによりコンクリート躯体に固定される。次に、型枠パネル30と内外装下地部材40とを固定しているボルト等を取り外し、内外装下地部材40をコンクリート躯体に残したまま型枠パネル30を取り外す。その後、内外装下地部材40に内外装をネジ穴41a等を利用して固定し仕上げ工事を行う。
型枠パネル30を内外装下地部材30から取り外す際には、型枠パネル30が分割できるので、内外装下地部材30の側面33に引っ掛かることなく型枠パネル30を取り外すことができる。なお、ここでは、型枠パネル30を分割するようにしているが、内外装下地部材30の側面33を図13に示すように、型枠パネル30の移動方向に一致させるか、移動方向に対して内側に傾けることで分割することなく型枠パネル30を取り外すようにすることもできる。
また、本実施形態に係る内外装下地兼用型枠パネルYも実施形態1に係る内外装下地兼用型枠パネルXと同様に、コンクリート構造物の型枠工法として断熱板Dを挟むようにしてもよい。
また、内外装下地部材40に関して、実施形態1に係る内外装下地部材20のように、長手方向に形成される分断面により分割可能に形成してもよい。
After placing the concrete, after curing and hardening the concrete, remove the support. In this state, the inner / outer base member 40 is fixed to the concrete frame by the anchor portion 42b. Next, the bolts etc. which fix the formwork panel 30 and the interior / exterior base member 40 are removed, and the formwork panel 30 is removed while leaving the interior / exterior base member 40 in the concrete frame. Thereafter, the interior / exterior is fixed to the interior / exterior base member 40 using the screw holes 41a and the like, and finishing work is performed.
When removing the formwork panel 30 from the interior / exterior base member 30, the formwork panel 30 can be divided, so that the formwork panel 30 can be removed without being caught by the side surface 33 of the interior / exterior base member 30. Here, the formwork panel 30 is divided. However, as shown in FIG. 13, the side surface 33 of the interior / exterior base member 30 is made to coincide with the moving direction of the formwork panel 30 or with respect to the moving direction. The formwork panel 30 can be removed without being divided by inward tilting.
Moreover, the interior / exterior foundation combined formwork panel Y which concerns on this embodiment may also be made to pinch | interpose the heat insulation board D as a formwork method of a concrete structure similarly to the interior / exterior foundation combined formwork panel X which concerns on Embodiment 1. FIG.
Further, the inner / outer base member 40 may be formed so as to be separable by a sectional surface formed in the longitudinal direction, like the inner / outer base member 20 according to the first embodiment.

(実施形態3)
図14に実施形態3に係る内外装下地兼用型枠パネルZの平面図を示す。内外装下地兼用型枠パネルZは内側のラウンド面に用いられるものであり、ラウンド面に沿ったせき板51からなる型枠パネル50と、型枠パネル50に形成される縦溝52に嵌合する複数の内外装下地部材60とから構成される。
型枠パネル50は合成樹脂により形成され、両端面には直角に立ち上がった、外枠53が一体に形成される。また、縦溝52の底面には、ネジが貫通する図示しないネジ止め用貫通孔52aが長手方向に等間隔に設けられている。
図15(a)(b)に内外装下地部材Zを構成する一つの内外装下地部材60のそれぞれ異なる方向から見た一部拡大斜視図を示す。内外装下地部材60は、断面台形状であって、平行な2面のうち面積の小さい方が前面61を構成し、面積の大きいほうが背面62を構成する。前面61及び背面62の両縁を連結する側面63、63はコーナー面のどの位置に設置されるかにより前面61に対する角度が異なるが、上述した実施形態1及び2と同様に型枠パネル50を取り外す方向(移動方向A)に対して内側になるように形成される。また、内外装下地部材60の背面中央には、背面方向に突出する短冊板状のアンカー部62bが長手方向に等間隔に設けられている。また、前面には、型枠パネル50の縦溝52の底面に設けられたネジ止め用貫通孔52aに相対する位置にネジ穴61aが設けられている。
(Embodiment 3)
FIG. 14 is a plan view of the interior / exterior substrate combined formwork panel Z according to the third embodiment. The interior / exterior foundation combined form panel Z is used for the inner round surface, and is fitted to the form panel 50 formed of the slat plate 51 along the round surface and the vertical groove 52 formed in the form panel 50. And a plurality of inner and outer base members 60.
The mold panel 50 is formed of a synthetic resin, and an outer frame 53 that rises at a right angle is integrally formed on both end faces. Further, on the bottom surface of the vertical groove 52, screwing through holes 52a (not shown) through which screws pass are provided at equal intervals in the longitudinal direction.
FIGS. 15A and 15B are partially enlarged perspective views of one inner / outer base member 60 constituting the inner / outer base member Z as seen from different directions. The inner / outer base member 60 has a trapezoidal cross section, and the smaller one of the two parallel surfaces forms the front surface 61, and the larger surface forms the back surface 62. The side surfaces 63 and 63 connecting both edges of the front surface 61 and the back surface 62 have different angles with respect to the front surface 61 depending on where the corner surfaces are installed. However, as in the first and second embodiments, the form panel 50 is formed. It forms so that it may become an inner side with respect to the removal direction (movement direction A). Further, at the center of the back surface of the interior / exterior base member 60, strip-like anchor portions 62b protruding in the back direction are provided at equal intervals in the longitudinal direction. Further, a screw hole 61a is provided on the front surface at a position opposite to the screwing through hole 52a provided on the bottom surface of the vertical groove 52 of the mold panel 50.

以上のような構成を有する内外装下地兼用型枠パネルZを用いたコンクリート構造物の型枠工法は、実施形態1、2に係る型枠工法とほぼ同様であり、内外装下地部材60を型枠パネル50の縦溝52に係合させた後に、ボルト等で固定して内外装下地兼用型枠パネルを形成し、その後、内外装下地兼用型枠パネルZを建て込み、支保工で固定して、コンクリートを打設する。そして、コンクリートの養生・硬化の後、内外装下地部材60と型枠パネル60とを固定しているボルト等を取り外し、内外装下地部材60をコンクリート躯体に固定したまま、型枠パネル50のみを取り外す。その後、内外装下地部材60にネジ穴61a等を利用して内外装を固定していく。この方法においても、断熱パネルDをせき板とコンクリート躯体の間に挟むようにしてもよい。   The formwork method of the concrete structure using the interior / exterior foundation combined formwork panel Z having the above-described configuration is substantially the same as the formwork method according to the first and second embodiments, and the interior / exterior foundation member 60 is formed as a mold. After being engaged with the vertical groove 52 of the frame panel 50, it is fixed with bolts or the like to form an interior / exterior foundation combined formwork panel, and then the interior / exterior foundation combined formwork panel Z is built and fixed with a support. And place concrete. After the curing and hardening of the concrete, the bolts and the like that fix the inner / outer base member 60 and the formwork panel 60 are removed, and only the formwork panel 50 is fixed with the inner / outer base member 60 fixed to the concrete frame. Remove. Thereafter, the inner and outer surfaces are fixed to the inner and outer base member 60 using the screw holes 61a and the like. Also in this method, the heat insulating panel D may be sandwiched between the dam plate and the concrete frame.

(実施形態4)
図13に実施形態4に係る内外装下地兼用型枠パネルVの平面図を示す。内外装下地兼用型枠パネルVは外側のラウンド面に用いられるものであり、ラウンド面に沿ったせき板71からなる型枠パネル70と、型枠パネル70に形成される縦溝72に嵌合する複数の内外装下地部材80とから構成される。
型枠パネル70は合成樹脂により形成され、両端面には直角に立ち上がった、外枠73が一体に形成される。また、縦溝72の底面には、ネジが貫通する図示しないネジ止め用貫通孔72aが長手方向に等間隔に設けられている。そして、型枠パネル70を構成するせき板71は、中央の縦溝72の底面に長手方向に形成される分割面72dにより分割可能に形成されている。
内外装下地部材80は実施形態3に係る内外装下地部材60とほぼ同じ構成であり、断面台形状であって、平行な2面のうち面積の小さい方が前面81を構成し、面積の大きいほうが背面82を構成する。また、内外装下地部材80の背面中央には、背面方向に突出する短冊板状の図示しないアンカー部82bが長手方向に等間隔に設けられている。また、前面には、型枠パネル70の縦溝72の底面に設けられたネジ止め用貫通孔72aに相対する位置に図示しないネジ穴81aが設けられている。
(Embodiment 4)
FIG. 13 shows a plan view of the interior / exterior base combined formwork panel V according to the fourth embodiment. The interior / exterior substrate / form panel V is used for the outer round surface, and is fitted into a form panel 70 made of a slat 71 along the round surface and a vertical groove 72 formed in the form panel 70. And a plurality of inner and outer base members 80.
The formwork panel 70 is formed of a synthetic resin, and an outer frame 73 that rises at a right angle is integrally formed on both end faces. Further, on the bottom surface of the vertical groove 72, screwing through holes 72a (not shown) through which screws pass are provided at equal intervals in the longitudinal direction. And the sill board 71 which comprises the formwork panel 70 is formed in the bottom face of the center vertical groove 72 so that it can be divided | segmented by the division surface 72d formed in a longitudinal direction.
The inner / outer base member 80 has substantially the same configuration as the inner / outer base member 60 according to the third embodiment, has a trapezoidal cross section, and the smaller one of the two parallel surfaces forms the front surface 81, which has a larger area. This constitutes the back surface 82. Further, at the center of the back surface of the inner / outer base member 80, strip-shaped anchor portions 82b (not shown) protruding in the back direction are provided at equal intervals in the longitudinal direction. Further, a screw hole 81a (not shown) is provided on the front surface at a position opposite to the screwing through hole 72a provided on the bottom surface of the vertical groove 72 of the mold panel 70.

以上のような構成を有する内外装下地兼用型枠パネルVを用いたコンクリート構造物の型枠工法は、実施形態1、2、3に係る型枠工法とほぼ同様であり、内外装下地部材80を型枠パネル70の縦溝72に係合させた後に、ボルト等で固定して内外装下地兼用型枠パネルVを形成し、その後、内外装下地兼用型枠パネルVを建て込み、支保工で固定して、コンクリートを打設する。そして、コンクリートの養生・硬化の後、内外装下地部材70と型枠パネル80とを固定しているボルト等を取り外し、内外装下地部材80をコンクリート躯体に固定したまま、型枠パネル70のみを取り外す。その後、内外装下地部材80にネジ穴81a等を利用して内外装を固定していく。なお、ここでも断熱材をせき板とコンクリート躯体に挟むようにしてもよい。   The formwork method of the concrete structure using the interior / exterior base combined formwork panel V having the above-described configuration is substantially the same as the formwork method according to the first, second, and third embodiments. Is engaged with the vertical groove 72 of the formwork panel 70, and then fixed with bolts or the like to form the interior / exterior foundation combined formwork panel V, and then the interior / exterior foundation combined formwork panel V is built and supported. Fix with and cast concrete. Then, after curing and hardening of the concrete, the bolts etc. that fix the inner / outer base member 70 and the formwork panel 80 are removed, and only the formwork panel 70 is fixed with the inner / outer base member 80 fixed to the concrete frame. Remove. Thereafter, the inner and outer surfaces are fixed to the inner and outer base member 80 using the screw holes 81a and the like. In this case, the heat insulating material may be sandwiched between the dam plate and the concrete frame.

なお上記各実施形態における内外装下地部材や型枠パネルの材質は、強度、剛性が目的に合うものであれば、木製、金属製等種々の材質を採用することができる。さらに、内外装下地部材は、中空である必要はなく、ネジ穴を設けずに釘打ちあるいはビス止めで型枠パネルと固定するようにしてもよい。
また、実施形態2、3、4の内外装下地部材40、60、80の内部には、セパレーターを設けるようにしていないが、これは、セパレーターを固定できるようにしてもよく、この際実施形態にに係る内外装下地部材40は前面41及び背面42の長さをコンクリート躯体の内壁面に相対する程度まで延長する必要がある。
In addition, the material of the interior / exterior base member and the formwork panel in each of the above embodiments can employ various materials such as wood and metal as long as the strength and rigidity meet the purpose. Further, the inner and outer base members do not need to be hollow, and may be fixed to the form panel by nailing or screwing without providing a screw hole.
In addition, a separator is not provided in the interior / exterior base member 40, 60, or 80 of the second, third, and fourth embodiments, but this may be configured so that the separator can be fixed. It is necessary to extend the lengths of the front surface 41 and the back surface 42 to the extent of facing the inner wall surface of the concrete frame.

(a)は実施形態1に係る内外装下地部材を正面側から見た部分斜視図であり、(b)は実施形態1に係る内外装下地部材を背面側から見た部分斜視図である。(A) is the fragmentary perspective view which looked at the interior / exterior foundation member which concerns on Embodiment 1 from the front side, (b) is the fragmentary perspective view which looked at the interior / exterior foundation member which concerns on Embodiment 1 from the back side. 実施形態1に係る型枠パネルを背面側から見た部分斜視図である。It is the fragmentary perspective view which looked at the formwork panel concerning Embodiment 1 from the back side. 実施形態1に係る内外装下地兼用型枠パネルの使用状態を示す部分斜視図である。It is a fragmentary perspective view which shows the use condition of the interior / exterior base | substrate formwork panel which concerns on Embodiment 1. FIG. 実施形態1に係る内外装下地兼用型枠パネルの使用状態を示す部分平面図である。It is a fragmentary top view which shows the use condition of the interior / exterior base | substrate formwork panel which concerns on Embodiment 1. FIG. 実施形態1に係る内外装下地部材の側面の角度を示す内外装下地兼用型枠パネルの部分平面図である。FIG. 3 is a partial plan view of the interior / exterior substrate combined formwork panel showing the angle of the side surface of the interior / exterior substrate member according to the first embodiment.

実施形態1に係る内外装下地兼用型枠パネルの他の使用状態を示す部分平面図である。It is a fragmentary top view which shows the other use condition of the interior / exterior base | substrate formwork panel which concerns on Embodiment 1. FIG. (a)は実施形態1に係る型枠パネルの平面図であり、(b)は(a)の状態からせき板部分を縮めた状態を示す平面図である。(A) is a top view of the formwork panel which concerns on Embodiment 1, (b) is a top view which shows the state which shrunk the board part from the state of (a). (a)は長手方向に分断可能に形成した実施形態1に係る内外装下地部材の分解部分斜視図であり、(b)は長手方向に分断可能に形成した実施形態1に係る内外装下地部材の部分斜視図である。(A) is an exploded partial perspective view of the interior / exterior base member according to Embodiment 1 formed to be separable in the longitudinal direction, and (b) is an interior / exterior base member according to Embodiment 1 formed to be separable in the longitudinal direction. FIG. (a)は実施形態2に係る内外装下地部材を正面側から見た部分斜視図であり、(b)は実施形態2に係る内外装下地部材を背面側から見た部分斜視図である。(A) is the fragmentary perspective view which looked at the interior / exterior foundation member which concerns on Embodiment 2 from the front side, (b) is the fragmentary perspective view which looked at the interior / exterior foundation member which concerns on Embodiment 2 from the back side. 実施形態2に係る型枠パネルを正面側から見た分解部分斜視図である。It is the decomposition | disassembly partial perspective view which looked at the formwork panel which concerns on Embodiment 2 from the front side.

実施形態2に係る内外装下地兼用型枠パネルの使用状態を示す部分斜視図である。It is a fragmentary perspective view which shows the use condition of the interior / exterior base | substrate formwork panel which concerns on Embodiment 2. FIG. 実施形態2に係る内外装下地兼用型枠パネルの使用状態を示す部分平面図である。It is a partial top view which shows the use condition of the interior / exterior base | substrate formwork panel which concerns on Embodiment 2. FIG. 実施形態2に係る内外装下地兼用型枠パネルの内外装下地部材の側面の傾きを変形した例を示す平面図である。It is a top view which shows the example which deform | transformed the inclination of the side surface of the interior / exterior foundation | substrate member of the interior / exterior foundation combined formwork panel which concerns on Embodiment 2. FIG. 実施形態3に係る内外装下地兼用型枠パネルを示す平面図である。It is a top view which shows the interior / exterior foundation combined formwork panel which concerns on Embodiment 3. FIG. (a)は実施形態3に係る内外装下地部材を正面側から見た部分斜視図であり、(b)は実施形態3に係る内外装下地部材を背面側から見た部分斜視図である。(A) is the fragmentary perspective view which looked at the interior / exterior foundation member which concerns on Embodiment 3 from the front side, (b) is the fragmentary perspective view which looked at the interior / exterior foundation member which concerns on Embodiment 3 from the back side. 実施形態4に係る内外装下地兼用型枠パネルを示す平面図である。It is a top view which shows the interior / exterior foundation combined formwork panel which concerns on Embodiment 4. FIG.

符号の説明Explanation of symbols

X、Y、Z、V 内外装下地兼用型枠パネル
10、30、50、70 型枠パネル
20、40、60、80 内外装下地部材
21、41、61、81 前面
23、43、63、83 側面
11、31、51、71 縦溝
X, Y, Z, V Interior / exterior base combined formwork panel 10, 30, 50, 70 Formwork panel 20, 40, 60, 80 Interior / exterior base member 21, 41, 61, 81 Front face 23, 43, 63, 83 Side 11, 31, 51, 71 Vertical groove

Claims (8)

角度をもって隣り合う壁面間の角部をコンクリートで打設形成するために用いる、型枠パネルに内外装下地部材を分離可能に一体に形成した内外装下地兼用型枠パネルであって、
前記内外装下地部材は、長尺部材であって、前記角部に固定した状態において、前記角度をもって隣接する前記壁面に平行な2面からなる前面を有し、前記前面に連接する両側面は型枠パネルの所定の移動方向に沿った直線を前面との接合縁と合わせると、当該直線に対し平行もしくは外側に傾いており、
前記型枠パネルは、前記角度をもって隣接するせき板を有し、打設面側の角部分に前記内外装下地部材の前記前面及び側面が嵌合する縦溝が形成される
内外装下地兼用型枠パネル。
An interior / exterior foundation combined formwork panel formed integrally with a formwork panel so as to be separable, and used to form a corner between adjacent wall surfaces with an angle.
The interior / exterior base member is a long member, and has a front surface composed of two surfaces parallel to the wall surface adjacent to the angle when fixed to the corner, and both side surfaces connected to the front surface are When the straight line along the predetermined moving direction of the formwork panel is aligned with the joining edge with the front surface, it is parallel or inclined outward with respect to the straight line,
The formwork panel has a base plate adjacent at the angle, and a vertical groove is formed in the corner portion on the casting surface side to fit the front and side surfaces of the inner / outer base member. Frame panel.
角度をもって隣り合う壁面間の角部をコンクリートで打設形成するために用いる、型枠パネルに内外装下地部材を分離可能に一体に形成した内外装下地兼用型枠パネルであって、
前記内外装下地部材は、長尺部材であって、前記角部に固定した状態において、前記角度をもって隣接する前記壁面に平行な2面からなる前面を有し、
前記型枠パネルは、前記角度をもって隣接するせき板を有し、打設面側の角部分に前記内外装下地部材の前記前面及び当該前面に連接する側面が嵌合する縦溝が形成されるとともに、当該縦溝の底面に当該縦溝の長手方向に沿った分割面により分割可能に形成される
内外装下地兼用型枠パネル。
An interior / exterior foundation combined formwork panel formed integrally with a formwork panel so as to be separable, and used to form a corner between adjacent wall surfaces with an angle.
The interior / exterior base member is a long member, and has a front surface composed of two surfaces parallel to the wall surface adjacent to the angle in a state of being fixed to the corner portion,
The formwork panel has a piercing plate adjacent at the angle, and a vertical groove in which the front surface of the inner / exterior base member and the side surface connected to the front surface are fitted is formed at a corner portion on the casting surface side. In addition, an interior / exterior underlaying form panel formed on the bottom surface of the vertical groove so as to be split by a split surface along the longitudinal direction of the vertical groove.
前記内外装下地部材は、長手方向に沿った分割面により分割可能に形成される請求項1又は2に記載の内外装下地兼用型枠パネル。   The interior / exterior foundation combined formwork panel according to claim 1 or 2, wherein the interior / exterior foundation member is formed so as to be separable by a dividing surface along a longitudinal direction. 角度をもって隣り合う壁面間のラウンド面で形成されるコーナー部をコンクリートで打設形成するために用いる、型枠パネルに内外装下地部材を分離可能に一体に形成した内外装下地兼用型枠パネルであって、
前記内外装下地部材は、断面四角形状の長尺部材であって1以上設けられ、前記ラウンド面の所定位置に固定した状態において、前面と連接する両側面は型枠パネルの所定の移動方向に沿った直線を前面との接合縁と合わせると、当該直線に対し平行もしくは外側に傾いており、
前記型枠パネルは、前記ラウンド面に沿ったせき板を有し、打設面側の前記所定位置に対応する位置に、前記内外装下地部材の前記前面及び側面が嵌合する縦溝が形成されると
を有する内外装下地兼用型枠パネル。
An interior / exterior foundation formwork panel that is used to cast and form corners formed by round surfaces between adjacent walls at an angle, and is formed integrally with an exterior / exterior foundation member in a separable manner. There,
The interior / exterior base member is a long member having a rectangular cross section and is provided with one or more, and in a state where the interior / exterior base member is fixed at a predetermined position on the round surface, both side surfaces connected to the front surface are in a predetermined movement direction of the formwork panel. When the straight line along with the joint edge with the front surface is aligned, it is parallel or inclined outward with respect to the straight line,
The formwork panel has a skirt plate along the round surface, and a vertical groove that fits the front and side surfaces of the inner and outer base members is formed at a position corresponding to the predetermined position on the placement surface side. An interior / exterior substrate combined formwork panel.
角度をもって隣り合う壁面間のラウンド面で形成されるコーナー部をコンクリートで打設形成するために用いる、内外装下地部材を分離可能に一体に形成した型枠パネルである内外装下地兼用型枠パネルであって、
前記内外装下地部材は、断面四角状の長尺部材からなり一以上設けられ、
前記型枠パネルは、前記ラウンド面に沿ったせき板を有し、前記内外装下地部材の前面及び側面が嵌合する縦溝が形成されるとともに、当該縦溝のうちの少なくとも一つの底面において長手方向に沿った分割面に沿って分割可能に形成される
内外装下地兼用型枠パネル。
An interior / exterior foundation combined formwork panel, which is a formwork panel that is integrally formed so as to be separable, and is used to cast and form a corner portion formed by a round surface between adjacent wall surfaces at an angle. Because
The interior / exterior base member is formed of a long member having a square cross section and is provided with one or more,
The formwork panel has a slat along the round surface, and a vertical groove is formed in which the front and side surfaces of the inner and outer base members are fitted, and at least one bottom surface of the vertical groove An interior / exterior substrate formwork panel formed so as to be split along a split surface along the longitudinal direction.
請求項1から5のいずれか1項に記載される内外装下地部材。   The interior / exterior base member according to any one of claims 1 to 5. 請求項1、2、4、5のいずれか1項に記載される型枠パネル。   The formwork panel described in any one of Claims 1, 2, 4, and 5. 請求項1から5のいずれか1項に記載の内外装下地兼用型枠パネルをコンクリート打設面に固定し、コンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、
形成されたコンクリート躯体から前記内外装下地部材を残して前記型枠パネルを解体撤去する型枠パネル除去工程と
を有するコンクリート構造物の型枠工法。
A concrete placing step of fixing the inner / outer foundation combined formwork panel according to any one of claims 1 to 5 to a concrete placing surface, and placing concrete to form a concrete frame;
A formwork method for a concrete structure including a formwork panel removing step of dismantling and removing the formwork panel from the formed concrete frame while leaving the inner and outer base members.
JP2007046761A 2007-02-27 2007-02-27 Form panel-cum-backing member and form construction method of concrete structure Pending JP2008208630A (en)

Priority Applications (1)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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Publications (1)

Publication Number Publication Date
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Country Link
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