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JP3848873B2 - Construction method of concrete wall of building and concrete formwork - Google Patents
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JP3848873B2 - Construction method of concrete wall of building and concrete formwork - Google Patents

Construction method of concrete wall of building and concrete formwork Download PDF

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Publication number
JP3848873B2
JP3848873B2 JP2001379100A JP2001379100A JP3848873B2 JP 3848873 B2 JP3848873 B2 JP 3848873B2 JP 2001379100 A JP2001379100 A JP 2001379100A JP 2001379100 A JP2001379100 A JP 2001379100A JP 3848873 B2 JP3848873 B2 JP 3848873B2
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Japan
Prior art keywords
panel
concrete
formwork
corrugated
interior
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JP2001379100A
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Japanese (ja)
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JP2003184211A (en
Inventor
和重 遠藤
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株式会社あかりコーポレーション
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Priority to JP2001379100A priority Critical patent/JP3848873B2/en
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Description

【0001】
【発明の属する分野】
この発明は、建物の内壁、外壁を構成するコンクリート壁の施工方法及びコンクリート型枠に関する。
【0002】
【従来の技術】
従来、建物のコンクリート壁面の構築は、組まれた鉄筋の周囲をコンクリート型枠で囲い、型枠内にコンクリートを打設して構築している。コンクリート型枠は、通常ベニヤ板或いは金属板で形成され、コンクリート壁面構築後取り外して再使用している。しかしながら、コンクリート型枠の構築並びに取外しは相当の手間を要し、コスト上昇の一因となっている。土中に埋設されるコンクリート基礎壁の場合、金属パネルで形成されたコンクリート型枠を取り外すことなくコンクリート基礎壁と共に土中に埋設する工法が提案され実用化されているが、空間に露出する建物のコンクリート壁にあっては、コンクリート壁に取り付けたままの型枠は従来実用化されていない。建物のコンクリート壁は、室内に面する内壁面に内装仕上げパネルを取り付けたり、或いは配線工事を施工する必要があるため、従来の壁面が型枠で被覆されている工法では、これらの工事が困難となるおそれがあった。又、コンクリート打設後、侵出してくる水分が型枠表面を汚して見栄えを損なうおそれもあった。
【0003】
【発明が解決しようとする課題】
この発明は、仕上げパネルの取付や配線工事を支障なく施工可能とし、またコンクリート侵出液で表面が汚れるおそれのない、型枠を取外し不要としたコンクリート壁の施工方法及びコンクリート型枠を提供せんとするものである。
【0004】
【課題を解決するための手段】
上記課題を解決するためにこの発明が採った手段は、内面に平坦な内面板を接合した波形パネルからなる二枚の型枠パネルを、下端をランナーで床面に上端をキャップで天井面に固定すると共に、セパレータで保持しつつ所定の間隔で配置してコンクリート打設空間を形成し、該空間内にコンクリートを打設して型枠パネルと一体化されたコンクリート壁を形成した後、コンクリート壁の外表面を構成する波形パネルの外表面に内装パネルを添着して室内の内装面を作出し、該内装パネルで区画されて筒状の空間となる波形パネルの凹溝を配線空間とするようにしたことを特徴とする。
【0005】
凹溝と凸条を交互に形成した波形パネルの内面に平坦な内面板を接合した型枠パネルと、該型枠パネルの下端を受け入れるランナーと型枠パネルの上端を受け入れるキャップとからなる建物のコンクリート壁を施工するためのコンクリート型枠において、波形パネルに常時は閉塞され容易に開孔可能な挿通孔を所定のピッチで形成し、該挿通孔に整合して内面板に開孔を形成したことを特徴とする。
【0007】
波形パネルの凸条に所定のピッチで、内装板を定着するためのビスを螺入するスリットを形成したことを特徴とする。
【0008】
【発明の実施の形態】
この発明の好ましい実施の形態を、以下に詳細に説明する。この発明は、凹凸の溝を縦方向に形成して波形とした波形パネルの内面に平坦な内面板を接合した型枠パネルによってコンクリート打設空間を作出し、該空間内にコンクリートを打設してコンクリートの表面を型枠パネルで一体的に被覆した建物のコンクリート壁を構築し、該コンクリート壁の表面をなす型枠パネルの外表面に内装パネルを定着すると共に、該内装パネルによって外面を区画・限定された型枠パネルの縦方向に延びる凹溝を配線スペースとした建物のコンクリート壁施工方法及びこの工法に適用する前記型枠パネルを特徴とする。型枠パネルは、建物の階層高さに相当する長さを有する波形パネルと該波形パネルの内面に接合される平坦な内面板からなり、波形パネルと内面板の下端には断面上向きコ字状のランナーが、上端には下向きコ字状のキャップがそれぞれ装着され、ランナー及びキャップを建物の床及び天井壁に定着して型枠パネルを所定の位置に固定する。型枠パネルの上端に装着されるキャップは、型枠パネルと天井壁との隙間の大きさに合わせて上下動させて調整することが出来る。
【0009】
波形パネルと内面板は例えば鋼板、亜鉛メッキ鋼板、アルミ板等の薄い金属板で形成される。内装パネルは、建物の室内壁面を構成する所望の材質、例えば石膏ボード、木製合板、布張りパネル等からなる。波形パネルの幅は、所要の幅に形成されており、室内空間の横幅に対応して波形の凹凸の溝を合わせて幅方向に連続し、接続金具で連結して室内の幅に対応させることができる。波形パネルの高さ方向の寸法は、室内空間の高さに対応して予め工場で所望の長さに形成されて工事現場に出荷される。ランナー及びキャップは、予め設定された長さを有する型材であって、波形パネルと内面板の接合体である型枠パネルの下端若しくは上端を受け入れることの出来る溝幅を有している。
【0010】
型枠パネルでコンクリート打設空間を囲繞し作出した後、コンクリートを打設し、建物内部を仕切るコンクリート壁を構築する。型枠パネルは取り外すことなく構築されたコンクリート壁と一体化され、コンクリート壁の外表面を構成する。コンクリート壁に一体化された型枠パネルの外表面に、内装パネルを定着し建物の内面壁を作出する。波形パネルと内装パネルの接合により型枠パネルの外表面に縦方向に延びる筒状の空間が作出されるが、この空間を配線スペースとして利用し所望の配線工事を行うことが出来る。型枠パネルの内面に平坦な内面板を接合することにより、コンクリートの膨張による応力を内面板と波形パネルの接合体で負担し、型枠パネルの変形を防止することが可能となる。型枠パネルには、セパレータを挿通するための易開孔性の孔が等間隔に形成され、所望位置の孔を開放してセパレータを挿通し、型枠パネルを所要の間隔を置いて立設・保持し、コンクリート打設空間を作出する。コンクリート壁構築後、セパレータは型枠パネルと共にコンクリート壁内に一体化され残される。
【0011】
【実施例】
図1〜5を参照して、この発明の好ましい一実施例を説明する。図において(1)は、この発明にかかる型枠パネルを示し、図3に示すように波形パネル(2)と平坦な内面板(3)の接合体からなり、下端には断面上向きコ字状のランナー(4)が、上端には断面下向きコ字状のキャップ(5)が装着される。波形パネル(2)は、縦方向に延びる断面コ字状の凹溝(6)と凸条(7)を交互に連続して波板とした薄い亜鉛メッキ鋼板からなり、建物の室内空間の高さに相当する長さと予め定められた所定の幅を有している。図示の実施例において、波形パネルの長さは2100mm、幅は600mmであり、板厚は0.4mmであるが、これに限られるものではない。内面板(3)は、波形パネルと同じ長さ、幅並びに板厚の亜鉛メッキ鋼板からなり、波形パネルの内面に溶接等の手段で接合され一体化される。ランナー(4)並びにキャップ(5)は、長さ2000mm、高さ70mmの寸法を有し波形パネル(2)と内面板(3)の接合体を受け入れて保持する。ランナーとキャップには所定の間隔で、切り起こし自在な固定片(8)が形成されており、固定片(8)を建物の床面(9)或いは天井面(10)にビス(11)等で固定して型枠パネル(1)を所定の位置に取り付ける。
【0012】
図4に示すように、内面板(3)を互いに対向させつつ、二枚の型枠パネル(1)をコンクリート壁(12)の厚みに相応する間隔を置いて配置し、二枚の型枠パネルの間に架け渡されるセパレータ(13)が挿通され、座金(14)とナット(17)で保持される。このセパレータ(13)を挿通するために、常時は閉鎖されており使用時に容易に開孔することの出来る挿通孔(15)が、所定のピッチで波形パネルに形成され、該易開孔性の挿通孔に整合して内面板には開孔が形成される。セパレータ(13)の外端部にはパイプ保持フランジ(16)がナット(17)で固着され、該パイプ保持フランジ(16)により補強パイプ(18)を水平方向に保持し、型枠パネル(1)の変形を防止している。このようにして型枠パネル(1)を設置した後、型枠パネル(1)で区画されるコンクリート打設空間にコンクリートを打設し、養生した後ナット(17)を螺脱してパイプ保持フランジ(16)及び補強パイプ(18)を取り外す。型枠パネル(1)とランナー(4)並びにキャップ(5)は、そのまま打設したコンクリート壁と一体化され残される。
【0013】
その後、コンクリート壁と一体化されてコンクリート壁の一部として外表面を構成する型枠パネルの外表面に、図5に示すように内装パネル(19)をビス(20)で固着する。ビス(20)は、波形パネル(2)のと凸条(7)の所定のピッチで形成されたスリット(21)に螺入される。波形パネル(2)の外表面に内装パネル(19)を添着することにより、波形パネル(2)の凹溝(6)は、筒状の空間に区画され配線工事用の配線路として利用することが可能となる。図6,7は、型枠パネル(1)を幅方向に連結するための構造の一例を示しており、図6は型枠パネル(1)の端部を互いに突き合わせ、突き合わせ部に断面H型の連結部材(22)を打ち込んで結合するようにしたものであり、図7は波形パネル(2)の凹溝(6)と凸条(7)を重ね合わせて連結するようにしたものである。これらの連結構造は単に一例を示したに過ぎず、特に限定されるものではない。
【0014】
【発明の効果】
この発明によれば、建物のコンクリート壁を効率よく、迅速に構築することが出来、コストの低下をもたらしうる。
【図面の簡単な説明】
【図1】この発明にかかるコンクリート壁の構築状態を示す断面斜視図
【図2】同縦断面図
【図3】型枠パネルの分解斜視図
【図4】型枠パネルの取付状態を示す要部の断面斜視図
【図5】内装パネルの取付を示す要部の断面斜視図
【図6】型枠パネルの連結構造の一例を示す斜視図
【図7】型枠パネルの連結構造の他の例を示す斜視図
【符号の説明】
(1)型枠パネル
(2)波形パネル
(3)内面板
(4)ランナー
(5)キャップ
(6)凹溝
(7)凸条
(8)固定片
(9)床面
(10)天井面
(11)ビス
(12)コンクリート壁
(13)セパレータ
(14)座金
(15)挿入孔
(16)パイプ保持フランジ
(17)ナット
(18)補強パイプ
(19)内装パネル
(20)ビス
(21)スリット
(22)H型の連結部材
[0001]
[Field of the Invention]
The present invention relates to a concrete wall construction method and a concrete formwork constituting an inner wall and an outer wall of a building.
[0002]
[Prior art]
Conventionally, a concrete wall surface of a building is constructed by surrounding the assembled reinforcing bars with a concrete formwork and placing concrete in the formwork. The concrete formwork is usually formed of a plywood or metal plate and is removed and reused after the construction of the concrete wall. However, the construction and removal of the concrete formwork requires considerable effort and contributes to an increase in cost. In the case of concrete foundation walls buried in the soil, a construction method has been proposed and put into practical use in the soil together with the concrete foundation wall without removing the concrete formwork formed of metal panels. In the case of a concrete wall, a formwork attached to the concrete wall has not been put into practical use. Because it is necessary to install interior finishing panels on the inner wall facing the room or to perform wiring work, the concrete wall of the building is difficult to perform with conventional methods where the wall surface is covered with formwork. There was a risk of becoming. Further, after the concrete is placed, there is a possibility that the invading water may stain the surface of the mold and impair the appearance.
[0003]
[Problems to be solved by the invention]
The present invention does not provide a concrete wall construction method and a concrete formwork that can be used for installation of finished panels and wiring work without hindrance, and that there is no risk of the surface being contaminated with concrete exudate, and that eliminates the need to remove the formwork It is what.
[0004]
[Means for Solving the Problems]
In order to solve the above-mentioned problems, the present invention adopts two formwork panels composed of corrugated panels having a flat inner plate joined to the inner surface, a lower end with a runner and a top end with a cap on the ceiling surface. The concrete placement space is formed by fixing and arranging at a predetermined interval while being held by a separator, and the concrete is placed in the space to form a concrete wall integrated with the formwork panel. An interior panel is attached to the outer surface of the corrugated panel constituting the outer surface of the wall to create an interior interior surface, and the groove of the corrugated panel that is partitioned by the interior panel and becomes a cylindrical space is used as a wiring space It is characterized by doing so.
[0005]
That Do from the form panel with combined contact flat internal surface plate on the inner surface of the corrugated panel forming the grooves and ridges alternately, a cap for receiving the upper end of the runner and the form panel to accept the lower end of the mold frame panel In a concrete formwork for constructing a concrete wall of a building, through-holes that are normally closed and easily opened in corrugated panels are formed at a predetermined pitch, and openings are formed in the inner plate in alignment with the through-holes. It is formed .
[0007]
A slit for screwing a screw for fixing the interior plate is formed at a predetermined pitch on the ridge of the corrugated panel.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Preferred embodiments of the present invention will be described in detail below. According to the present invention, a concrete placement space is created by a formwork panel in which a flat inner plate is joined to an inner surface of a corrugated panel formed with corrugated grooves in the vertical direction, and concrete is placed in the space. The concrete wall of the building with the concrete surface covered with the formwork panel is constructed, and the interior panel is fixed to the outer surface of the formwork panel forming the surface of the concrete wall, and the exterior surface is partitioned by the interior panel. -The concrete wall construction method of the building which used the recessed groove extended in the vertical direction of the limited formwork panel as wiring space, and the said formwork panel applied to this construction method are characterized. The formwork panel is composed of a corrugated panel having a length corresponding to the building height of the building and a flat inner surface plate joined to the inner surface of the corrugated panel. Each of the runners is fitted with a downward U-shaped cap at the upper end, and the runner and the cap are fixed to the floor and ceiling walls of the building to fix the formwork panel at a predetermined position. The cap attached to the upper end of the formwork panel can be adjusted by moving up and down according to the size of the gap between the formwork panel and the ceiling wall.
[0009]
The corrugated panel and the inner plate are formed of a thin metal plate such as a steel plate, a galvanized steel plate, or an aluminum plate. The interior panel is made of a desired material constituting the indoor wall surface of the building, such as gypsum board, wooden plywood, and upholstered panel. The width of the corrugated panel is formed to the required width. The corrugated concave and convex grooves corresponding to the horizontal width of the indoor space are aligned in the width direction and connected with connecting fittings to correspond to the indoor width. Can do. The height dimension of the corrugated panel is formed in advance at a desired length in a factory corresponding to the height of the indoor space and shipped to a construction site. The runner and the cap are mold members having a preset length, and have a groove width capable of receiving the lower end or the upper end of the mold panel which is a joined body of the corrugated panel and the inner surface plate.
[0010]
After surrounding the concrete placement space with a formwork panel, concrete is placed and a concrete wall is constructed that partitions the interior of the building. The formwork panel is integrated with the concrete wall constructed without removal and constitutes the outer surface of the concrete wall. The interior panel is fixed on the outer surface of the formwork panel integrated with the concrete wall to create the inner wall of the building. By joining the corrugated panel and the interior panel, a cylindrical space extending in the vertical direction is created on the outer surface of the formwork panel. This space can be used as a wiring space to perform desired wiring work. By joining a flat inner surface plate to the inner surface of the formwork panel, stress due to the expansion of concrete is borne by the joined body of the inner surface plate and the corrugated panel, and deformation of the formwork panel can be prevented. The formwork panel has easy-to-open holes for inserting the separator at regular intervals. The hole at the desired position is opened and the separator is inserted, and the formwork panel is set up at a required interval. -Hold and create concrete placement space. After the concrete wall is constructed, the separator is left in the concrete wall together with the formwork panel.
[0011]
【Example】
A preferred embodiment of the present invention will be described with reference to FIGS. In the figure, (1) shows a formwork panel according to the present invention, which is composed of a joined body of a corrugated panel (2) and a flat inner plate (3) as shown in FIG. The upper end of the runner (4) is fitted with a U-shaped cap (5) facing downward. The corrugated panel (2) is made of a thin galvanized steel plate with corrugated grooves (6) and ridges (7) extending in the longitudinal direction alternately in the vertical direction. It has a length corresponding to the length and a predetermined width. In the illustrated embodiment, the corrugated panel has a length of 2100 mm, a width of 600 mm, and a plate thickness of 0.4 mm, but is not limited thereto. The inner surface plate (3) is made of a galvanized steel plate having the same length, width and thickness as the corrugated panel, and is joined and integrated to the inner surface of the corrugated panel by means such as welding. The runner (4) and the cap (5) have dimensions of 2000 mm in length and 70 mm in height, and receive and hold the joined body of the corrugated panel (2) and the inner surface plate (3). The runner and cap are formed with fixed pieces (8) that can be cut and raised at predetermined intervals, and the fixed pieces (8) are attached to the floor (9) or ceiling (10) of the building with screws (11), etc. And fix the formwork panel (1) in place.
[0012]
As shown in FIG. 4, two formwork panels (1) are arranged with an interval corresponding to the thickness of the concrete wall (12), with the inner surface plates (3) facing each other, and the two formwork forms. A separator (13) spanned between the panels is inserted and held by a washer (14) and a nut (17). In order to insert the separator (13), insertion holes (15) that are normally closed and can be easily opened during use are formed in the corrugated panel at a predetermined pitch, and the easy-to-open An opening is formed in the inner surface plate in alignment with the insertion hole. A pipe holding flange (16) is fixed to the outer end portion of the separator (13) with a nut (17). The reinforcing pipe (18) is held in the horizontal direction by the pipe holding flange (16), and the form panel (1 ) Deformation is prevented. After the formwork panel (1) is installed in this way, concrete is placed in the concrete placement space defined by the formwork panel (1), and after curing, the nut (17) is unscrewed to release the pipe holding flange. Remove (16) and reinforcement pipe (18). The formwork panel (1), the runner (4), and the cap (5) remain integrated with the concrete wall that has been cast.
[0013]
After that, as shown in FIG. 5, the interior panel (19) is fixed with screws (20) to the outer surface of the formwork panel which is integrated with the concrete wall and forms the outer surface as a part of the concrete wall. The screws (20) are screwed into slits (21) formed at a predetermined pitch between the corrugated panel (2) and the ridges (7). By attaching the interior panel (19) to the outer surface of the corrugated panel (2), the concave groove (6) of the corrugated panel (2) is partitioned into a cylindrical space and used as a wiring path for wiring work. Is possible. 6 and 7 show an example of a structure for connecting the formwork panel (1) in the width direction, and FIG. 6 shows the end portions of the formwork panel (1) butted together, and the cross section is H-shaped at the butted part. The connecting member (22) is driven and joined, and FIG. 7 is a view in which the concave groove (6) and the ridge (7) of the corrugated panel (2) are overlapped and connected. . These connecting structures are merely examples, and are not particularly limited.
[0014]
【The invention's effect】
According to the present invention, a concrete wall of a building can be constructed efficiently and quickly, and the cost can be reduced.
[Brief description of the drawings]
FIG. 1 is a cross-sectional perspective view showing a construction state of a concrete wall according to the present invention. FIG. 2 is a longitudinal cross-sectional view. FIG. 3 is an exploded perspective view of a form panel. FIG. 5 is a cross-sectional perspective view of the main part showing attachment of the interior panel. FIG. 6 is a perspective view showing an example of the connection structure of the form panel. FIG. 7 is another view of the connection structure of the form panel. Perspective view showing an example [Explanation of symbols]
(1) Formwork panel
(2) Waveform panel
(3) Internal plate
(4) Runner
(5) Cap
(6) Groove
(7) Projections
(8) Fixed piece
(9) Floor surface
(10) Ceiling surface
(11) Screw
(12) Concrete wall
(13) Separator
(14) Washer
(15) Insertion hole
(16) Pipe holding flange
(17) Nut
(18) Reinforcement pipe
(19) Interior panel
(20) Screw
(21) Slit
(22) H-shaped connecting member

Claims (3)

内面に平坦な内面板を接合した波形パネルからなる二枚の型枠パネルを、下端をランナーで床面に上端をキャップで天井面に固定すると共に、セパレータで保持しつつ所定の間隔で配置してコンクリート打設空間を形成し、該空間内にコンクリートを打設して型枠パネルと一体化されたコンクリート壁を形成した後、コンクリート壁の外表面を構成する波形パネルの外表面に内装パネルを添着して室内の内装面を作出し、該内装パネルで区画されて筒状の空間となる波形パネルの凹溝を配線空間とするようにしたことを特徴とする建物のコンクリート壁の施工方法。  Two formwork panels consisting of corrugated panels with a flat inner plate joined to the inner surface are fixed to the floor with a runner at the bottom and a ceiling with the cap at the upper end and placed at a predetermined interval while being held by a separator. After forming a concrete placement space and placing concrete in the space to form a concrete wall integrated with the formwork panel, an interior panel is formed on the outer surface of the corrugated panel constituting the outer surface of the concrete wall. A method for constructing a concrete wall of a building, characterized in that an interior interior surface is created by attaching a groove, and a corrugated groove of a corrugated panel that is partitioned by the interior panel to form a cylindrical space is used as a wiring space . 凹溝と凸条を交互に形成した波形パネルの内面に平坦な内面板を接合した型枠パネルと、該型枠パネルの下端を受け入れるランナーと型枠パネルの上端を受け入れるキャップとからなる建物のコンクリート壁を施工するためのコンクリート型枠において、波形パネルに常時は閉塞され容易に開孔可能な挿通孔を所定のピッチで形成し、該挿通孔に整合して内面板に開孔を形成したことを特徴とするコンクリート型枠。 That Do from the form panel with combined contact flat internal surface plate on the inner surface of the corrugated panel forming the grooves and ridges alternately, a cap for receiving the upper end of the runner and the form panel to accept the lower end of the mold frame panel in concrete formwork for applying a concrete wall of buildings, normally readily form apertures capable insertion hole is closed by a predetermined pitch corrugated panel, opened in the inner plate in alignment with the insertion hole A concrete formwork characterized by forming. 波形パネルの凸条に所定のピッチで、内装板を定着するためのビスを螺入するスリットを形成したことを特徴とする請求項2に記載のコンクリート型枠。  The concrete formwork according to claim 2, wherein a slit for screwing a screw for fixing the interior plate is formed at a predetermined pitch on the ridge of the corrugated panel.
JP2001379100A 2001-12-12 2001-12-12 Construction method of concrete wall of building and concrete formwork Expired - Fee Related JP3848873B2 (en)

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CN107304587A (en) * 2016-04-22 2017-10-31 顾世章 External mold fixture makes and installation method in a kind of substep cast-in-situ wall

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JP2014227762A (en) * 2013-05-24 2014-12-08 日新総合建材株式会社 Method for constructing concrete structure

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JP3560767B2 (en) * 1997-05-21 2004-09-02 柳原 実典 Discarded formwork panel
JP2001026933A (en) * 1999-07-13 2001-01-30 Gps:Kk Extremely thin metal form panel, form using it and construction method of foundation

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Publication number Priority date Publication date Assignee Title
CN107304587A (en) * 2016-04-22 2017-10-31 顾世章 External mold fixture makes and installation method in a kind of substep cast-in-situ wall

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