JP3670558B2 - Concrete formwork for windows and construction method using concrete formwork for windows - Google Patents

Concrete formwork for windows and construction method using concrete formwork for windows Download PDF

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JP3670558B2
JP3670558B2 JP2000249583A JP2000249583A JP3670558B2 JP 3670558 B2 JP3670558 B2 JP 3670558B2 JP 2000249583 A JP2000249583 A JP 2000249583A JP 2000249583 A JP2000249583 A JP 2000249583A JP 3670558 B2 JP3670558 B2 JP 3670558B2
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concrete
upper mold
mold frame
formwork
windows
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JP2002061387A (en
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健助 中村
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有限会社健栄工務店
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【0001】
【発明の属する技術分野】
本発明は、窓用コンクリート型枠及び窓用コンクリート型枠による施工法に関するものである。
【0002】
【従来の技術】
図6〜8に示すように、コンクリート下地103に金属製のサッシを取付ける窓を形成するための窓用開口104には、通常、突条105が形成されている。この窓用開口を形成するコンクリート型枠本体100は、上型枠101と両袖型枠102,102とに分割されているが、コンクリート型枠本体100の窓の開口104の内面との対向面には、突条105がはまり込む凹状の切欠部106が形成されていた(図7参照)。
【0003】
このコンクリート型枠本体100は、吸水性を備えた木製であり、作業者が建設現場で窓毎に製作している。そして、コンクリート型枠本体100と他の型枠110(コンクリートで平面を打設する時に使う平板状の型枠)を使ってコンクリートを打設し、打設したコンクリートが硬化すると取り外して廃棄処分していた。なお、型枠110は反復繰り返し利用している。
【0004】
【発明が解決しようとする課題】
図8は、図7の下方から上方を見た要部拡大断面図である。前述の通り、図8に示すように、窓の開口104の内面の外壁側の縁には、縁に添う突条105が形成されている。
そのため両袖型枠102,102を取り外すには、他の型枠110,110を取り外したのち、矢印Aの所から楔状の工具を差し込みこじるようにして取り外している。しかし、木製のコンクリート型枠本体100には、吸水性が備わっており、木製のコンクリート型枠本体100と硬化したコンクリート下地103が堅く固着しており、突条105の基部(矢印B)の所にクラックが入り、突条105が損傷することが多く、その補修に膨大な経費が掛かっていた。
【0005】
又、木製のコンクリート型枠本体100は、取り外し時に損傷するため使い捨てとなっているが、最近は、ダイオキシンの発生等諸々の事情から現場焼却が不能となり、使用済みコンクリート型枠本体100の処分経費も膨大になっている。本発明は、上記現状から考えられたものであり、取り外すときに突条105を損傷することなく、かつ、再利用できる窓用コンクリート型枠及び窓用コンクリート型枠による施工法を提供することを目的としている。
【0006】
【課題を解決するための手段】
以上のような課題を解決するために本発明に係る窓用コンクリート型枠は、開口の内壁面の縁に添う突条を有する窓用コンクリート下地を形成するため、略壁厚と同じ幅の木製の板を備えた上型枠及び両袖型枠を有する窓用コンクリート型枠であって、該上型枠及び両袖型枠の板のコンクリート下地側の面に取付け、コンクリート下地側に形成される突状と対向する傾斜面に非吸水性素材が添着された木製の台形状部材(13)と、該上型枠の両端に両袖型枠を取付ける際、該上型枠の両端及び両袖型枠の上部上型枠側に設けた取付け手段の間に介在させた弾性体と、上型枠及び両袖型枠を打設されたコンクリート下地面から剥離するため、該上型枠及び両袖型枠に取付けた剥離手段と、を有することを特徴とことを特徴とする。
【0007】
前記非吸水性素材が、合成樹脂製であり、前記剥離手段が、上型枠及び両袖型枠のコンクリート下地面との対向面と交差する方向に夫々取付けられたボルトである構成とすることもできる。
【0008】
【発明の実施の形態】
以下、本発明の実施例を、図示例と共に説明する。図1は、本発明に係る窓用コンクリート型枠の分解斜視図である。図2は、図1のA方向から見た上型枠の側面図である。図3は、本発明に係る窓用コンクリート型枠の取付け状態の下方から見た要部拡大横断面図である。図4は、本発明に係る窓用コンクリート型枠の取付け状態の要部拡大縦断面図である。図5は、本発明に係る窓用コンクリート型枠の取付け状態の下方から見た要部拡大横断面図である。
【0009】
以下、説明する実施例の窓用コンクリート型枠の主要部材は、木製となっているが、金属製であっても、合成樹脂製であっても良く、以下に説明する木製の素材に拘るものではない。この窓用コンクリート型枠は、コンクリート製建造物の金属製サッシ付窓を形成するとき、開口内壁面の外壁側の縁に添う突条を有する窓用のコンクリート下地を形成するときに使用する型枠である。
【0010】
図1〜図4に示すように、先ず、コンクリート型枠本体1を形成する。このコンクリート型枠本体1は、上型枠10と両袖型枠20,20で形成されており、上型枠10の両端部に両袖型枠20,20の上端部が取付け手段40,40により着脱自在に取付けられ、本体剥離手段であるボルト50,50が、上型枠10及び両袖型枠20,20に夫々取付けられている。
【0011】
上型枠10は、壁の開口の内面と同じ幅の板11の両側の下面に添って補強材として断面矩形の添え木12,12が取付けられ、板11の上面には、内壁側から外壁側に向い前記突条105がはまる空間を残して断面形状が台形の台形状部材13が取付けられている。
【0012】
図2に示すように、台形状部材13は、断面矩形の部材14と非吸水性素材15で被覆された断面が台形状の台形状部材16とからなる。台形状部材16の傾斜面は、外壁側を向き、即ち、開口104に形成された突条105の傾斜面と対向するように形成されている。非吸水性素材15は、合成樹脂や金属板で形成され、打設されたコンクリート内の水分を吸収して固着させないためであり、図5に示すように、開口の内面のコンクリート下地103の面と対向する面全体を非吸水性素材15aで形成することが望ましい。この非吸水性素材15aは、上型枠10全体を金属や合成樹脂で製作することにより達成することができるし、板11と台形状部材13を金属や合成樹脂で製作することにより達成しても良く、他の手段によることもできる。
【0013】
板11の両端には、弾性体4が添着された板状の突起4,4(図ではL型突起で示した)が垂下され、弾性体4と弾性体4が添着された板状の突起4,4には、後述のボルト44を挿通する孔41a,42aが形成されている。
【0014】
前記剥離手段としてボルト50を設ける。ボルト50は、上型枠10の打設されたコンクリート下地103の面と直交(交差していれば良い)する方向に孔51を設け、この孔51に挿通自在に螺着されている。図4では、上型枠10の孔51のコンクリート側に開口が連通するメスネジ付座金52を取付け、ボルト50の先端を螺着した状態で、ボルト50の先端にコンクリートが付着しボルト50が螺動不能とならないようにメスネジ付座金52にシート53が被着されている。この剥離手段(ボルト)50は、上述のボルト50に拘るものではなく、上記上型枠のコンクリート下地103の面との対向面に被着された剥離シートであっても良く、上型枠10を取り外すときに開口104の縁に添って設けられた突条105を損傷しなければ、如何なる手段であっても良く、非吸水性素材15,15aを被着することも一手段である。
【0015】
袖型枠20,20は、左右対称の袖型枠20,20として形成されており、上型枠10と略同様開口104の内面と同じ幅の板21の両側の側面に添って補強材として断面矩形の添え木22,22が取付けられている。板21のコンクリート下地103側の面には、内壁側から外壁側に向い前記突条105がはまる空間を残して台形状部材23が取付けられている。図1に示すように、台形状部材23は、断面矩形の部材24と非吸水性素材25で被覆された台形状部材26とからなる。
【0016】
袖型枠20の板21の上端には、内側に向って突起27が設けられ、突起27の先端には、孔45aが形成された板状の突起45(図ではL型突起で示した)が垂下されている。
別途ナット43付ボルト44を設け、この突起45と前記上型枠10の突起4との間に弾性体4を挟持した状態で夫々の孔45a,42a,41aにボルト44を連通し、ナット43を螺着して固定する。取付け手段40は、弾性体4、突起4、ナット43付ボルト44、突起45からなっている。
【0017】
板21の下部のコンクリート下地103側の面で台形状部材26の下端には、前述の非吸水性素材25で被覆された台形状部材26が水平方向に取付けられており、台形状部材26の上側の面には弾性体28が添着されている。この弾性体28により板21のコンクリート下地103側の面に取付けられた台形状部材23及びコンクリート下地103の外壁側の突条105がはまる空間と隔離されている。これらの台形状部材23,26を被覆す
る非吸水性素材25は、前記上型枠10の場合と同様の素材である。
【0018】
上型枠10と両袖型枠20,20を取付ける取付け手段40は、上型枠10の板11の両端に垂下され弾性体4を添着した突起4,4と、両袖型枠20,20の上端部の内側に突設した突起27に垂下された突起45と、これらの突起4,45及び弾性体4の孔41a,42a,45aに挿通するナット43付ボルト44からなっている。
【0019】
しかしながら、図示した取付け手段40,40に拘るものではなく、例えば、別途断面コ状部材と楔を設け、弾性体を介して板状突起を並列した状態で断面コ状部材を外嵌し、板状突起と断面コ状部材の間に楔を緊嵌入したり、前記突起の位置にクランプを設け、他の突起の位置にクランプの係止部を係止する係止部材を設けるなど、種々の取付け手段が考えられ、上型枠と両袖型枠を着脱自在に取付けることができれば、如何なる形状や方法の取付け手段40であっても良い(図示せず)。
【0020】
なお、上記実施例の窓要型枠では、上型枠10と両袖型枠20,20の3部材で形成されているが、上型枠10と一方の袖型枠20をL型に連結し、他方の袖型枠20との2部材とで形成することもできる。
【0021】
以上のような構成を備えた窓用コンクリート型枠は、下記のようにして使用する。コンクリート製建造物の窓を設ける位置の両側に袖型枠20,20を仮取付け、この両袖型枠20,20の上部間に上型枠10を取付け手段40,40により仮付けする。次に、上型枠10の両端の垂下された突起42,42と両袖型枠20,20上端の内側に突出した突起27,27に垂下した突起45,45を夫々並列し、取付け手段40,40のボルト44,44を夫々連通してナット43,43を螺着して固定する。この上型枠10と両袖型枠20,20からなるコンクリート型枠本体1は、鳥居型即ち下方が開放されたコ状となっており、下部型枠と壁面の内外に配置される他の型枠110,110と共に使用される。
【0022】
このようにしてコンクリート型枠本体1を下部型枠111と他の型枠110,110と共に所定の位置に配置した状態で、コンクリートを上記型枠1,110,110,111で組立た空間の内部に注入する。所定時間を経て硬化したコンクリート下地103から壁面内外の他の型枠110,110を取り外し、続いて下部型枠111を取り外す。
【0023】
然るのち、上型枠10と両袖型枠20,20を固着している取付け手段40,40のナット43付ボルト44,44を緩めて外す。次に、上型枠10のボルト50をねじ込む。こうしてボルト50をねじ込むと、ボルト50の先端が硬化したコンクリート下地103の面を押圧し、反動で上型枠10が浮き上がり外れる。続いて、両袖型枠20,20のボルト50,50(図では、2本のボルトが図示されているが1本のボルトであっても良い)を上型枠10の場合と同様にねじ込んで取り外す。
【0024】
このボルト50,50のねじ込みでコンクリート型枠本体1が浮き上がるときにコンクリート下地103の開口104の外壁側の突条105,105に負荷が掛からないから、突条105,105の基部にクラックが入ることも、損傷することもない。又、ボルト50,50のねじ込みでコンクリート型枠本体1が浮き上がるときに一番負荷の掛かるコンクリート下地103の対向面の傾斜面が非吸水性素材15,25で形成或は被覆されているから、この非吸水性素材15,25で形成或は被覆された台形状部材16,26とコンクリート下地103との固着力が弱く、ボルト50,50のねじ込みでコンクリート型枠本体1が容易に浮き上がり剥離されるから、コンクリート型枠本体1が損傷を受けず繰り返し使用できる。木製のコンクリート型枠本体1の場合で5〜10回の反復使用が可能であり、金属製の場合は数十回の反復使用が可能である。
【0025】
このようにコンクリート型枠本体1を反復使用するのであるから、従来の窓用コンクリート型枠の数分の一から数十分の一の製作コストに低減できるうえに、損傷による廃棄処分の経費も数分の一から数十分の一のコストに低減でき、焼却によるダイオキシンの発生等諸々の不都合も少なくなる。
【0026】
上型枠10と両袖型枠20,20を取付け手段40により着脱自在に形成し、この取付け手段40を突起4,45、ナット43付ボルト44、弾性体4という単純な構造物で形成したから、低コストで工場生産できる上に、損傷が少なく、ランニングコストも低減できる。
【0027】
又、上型枠10と両袖型枠20に垂下した突起4,45の間に弾性体4を介在させ、
袖型枠20の台形状部材23と26の間に弾性体28を介在させたので、上型枠10及び両袖型枠20,20を取付け、取り外すとき、無理な負荷が掛かったとしても、これらの弾性体41,28が負荷を吸収してくれるから、部材10,20,20の損傷が少なくなり、反復使用できる回数を向上できる。
【0028】
【発明の効果】
上記構成の窓用コンクリート型枠は、剥離手段としてのボルトがコンクリート下地の対向面と交差する方向に螺挿自在に設けられているので、ボルトの螺挿によりコンクリート型枠本体が浮き上がるときにコンクリート下地の開口の外壁側の突条に負荷が掛からないから、突条の基部にクラックが入ることも、損傷することもない。
【0029】
又、ボルトの螺挿でコンクリート型枠本体が浮き上がるときに一番負荷の掛かるコンクリート下地の対向面の傾斜面が非吸水性素材で形成或は被覆されているから、この非吸水性素材で形成或は被覆された台形状部材とコンクリート下地との固着力が弱く、ボルトの螺挿でコンクリート型枠本体が容易に浮き上がり剥離されるから、コンクリート型枠本体が損傷を受けず反復使用できる。
【0030】
このようにコンクリート型枠本体を反復使用するのであるから、従来の窓用コンクリート型枠の数分の一から数十分の一の製作コストに低減できるうえに、損傷による廃棄処分の経費も数分の一から数十分の一のコストに低減でき、焼却によるダイオキシンの発生等諸々の不都合も又大幅に低減できる。
【0031】
上型枠と両袖型枠を取付け手段により着脱自在に形成し、この取付け手段を突起、ナット付ボルト、弾性体という単純な構造物で形成したから、低コストで工場生産できる上に、損傷が少なく、ランニングコストも低減できる。又、上型枠と両袖型枠に垂下した突起の間に弾性体を介在させ、袖型枠の2種類の台形状部材の間に弾性体を介在させたので、上型枠及び両袖型枠を取付け、取り外すとき、無理な負荷が掛かったとしても、それらの弾性体が負荷を吸収してくれるから、それらの部材の損傷が少なくなり、反復使用できる回数を向上できる。
【図面の簡単な説明】
【図1】本発明に係る窓用コンクリート型枠の分解斜視図である。
【図2】図1のA方向から見た上型枠の側面図である。
【図3】本発明に係る窓用コンクリート型枠の取付け状態の下方から見た要部拡大横断面図である。
【図4】本発明に係る窓用コンクリート型枠の取付け状態の要部拡大縦断面図である。
【図5】本発明に係る窓用コンクリート型枠の取付け状態の下方から見た要部拡大横断面図である。
【図6】窓用コンクリート型枠を取付けるコンクリート壁の開口を示す斜視図である。
【図7】コンクリート壁の開口に従来の窓用コンクリート型枠を取付けた状態を示す斜視図である。
【図8】図7の下方から上方を見た要部拡大断面図である。
【符号の説明】
1 コンクリート型枠本体
10 型枠
15,15a,25 非吸水性素材
20 袖型枠
40 取付け手段
41 突起
弾性体
43 ナット
44 ボルト
45 突起
50 剥離手段としてボルト
103 コンクリート下地
104 開口
105 突条
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a concrete formwork for windows and a construction method using a concrete formwork for windows.
[0002]
[Prior art]
6-8, the protrusion 105 is normally formed in the opening 104 for windows for forming the window which attaches a metal sash to the concrete base | substrate 103. As shown in FIG. The concrete mold body 100 that forms the window opening is divided into an upper mold frame 101 and double-sleeve mold frames 102, 102, but is opposed to the inner surface of the window opening 104 of the concrete mold frame body 100. A concave notch 106 into which the protrusion 105 fits was formed (see FIG. 7).
[0003]
The concrete formwork body 100 is made of wood having water absorbency, and is manufactured for each window by a worker at a construction site. Then, concrete is placed using the concrete formwork body 100 and another formwork 110 (a flat formwork used when placing a flat surface with concrete), and when the placed concrete hardens, it is removed and discarded. It was. The mold 110 is repeatedly used repeatedly.
[0004]
[Problems to be solved by the invention]
FIG. 8 is an enlarged cross-sectional view of the main part as viewed from above from below in FIG. As described above, as shown in FIG. 8, the ridge 105 is formed on the edge of the inner surface of the opening 104 of the window on the outer wall side.
Therefore, in order to remove the two-sleeve molds 102, 102, after removing the other molds 110, 110, the wedge-shaped tool is inserted from the position indicated by the arrow A and removed. However, the wooden concrete formwork main body 100 is provided with water absorption, and the wooden concrete formwork main body 100 and the hardened concrete base 103 are firmly fixed, and the base of the ridge 105 (arrow B) is located. In many cases, cracks were formed and the ridges 105 were damaged, and the repair was expensive.
[0005]
In addition, the wooden concrete formwork body 100 is disposable because it is damaged when it is removed, but recently, due to various circumstances such as generation of dioxins, incineration is impossible, and the disposal cost of the used concrete formwork body 100 is reduced. Has also become enormous. The present invention has been conceived from the above-mentioned present situation, and provides a concrete form for windows and a construction method using a concrete form for windows that can be reused without damaging the protrusion 105 when removed. It is aimed.
[0006]
[Means for Solving the Problems]
In order to solve the above problems, a concrete formwork for a window according to the present invention forms a concrete foundation for a window having a ridge that follows the edge of the inner wall surface of the opening. A window concrete formwork having an upper formwork and a two-sleeve formwork provided with a plate of the upper formwork and a two-sleeve formwork plate attached to the surface of the concrete base side of the plate and formed on the concrete base side A wooden trapezoidal member (13) in which a non-water-absorbing material is attached to an inclined surface opposite to the protruding shape, and when attaching both sleeve molds to both ends of the upper mold, both ends and both of the upper mold an elastic member interposed between the attachment means provided in the upper upper mold side of the sleeve mold, to strip the upper mold and both sleeves formwork from Da設been concrete under the ground, the upper mold And peeling means attached to both sleeve molds .
[0007]
The non-water-absorbing material is made of synthetic resin, the peeling means, and the opposing surface and the direction respectively volts der was install them constituting the intersection of the concrete under the ground of the upper mold and both sleeves formwork You can also.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below together with illustrated examples. FIG. 1 is an exploded perspective view of a concrete formwork for a window according to the present invention. FIG. 2 is a side view of the upper mold frame as viewed from the direction A in FIG. FIG. 3 is an enlarged cross-sectional view of a main part viewed from below in a state in which the concrete form for a window according to the present invention is attached. FIG. 4 is an enlarged vertical cross-sectional view of a main part in a mounted state of the concrete formwork for a window according to the present invention. FIG. 5 is an enlarged cross-sectional view of the main part as viewed from below in the state of attachment of the concrete formwork for windows according to the present invention.
[0009]
Hereinafter, the main member of the concrete formwork for windows of the embodiment to be described is made of wood, but it may be made of metal or synthetic resin, and is related to the wood material described below. is not. This window concrete formwork is used when forming concrete foundations for windows with ridges that follow the edge of the inner wall of the opening when forming windows with metal sashes for concrete buildings. It is a frame.
[0010]
As shown in FIGS. 1-4, the concrete formwork main body 1 is formed first. This concrete formwork body 1 is formed of an upper formwork 10 and double sleeve formwork 20, 20, and the upper end parts of the double formwork molds 20, 20 are attached to the attachment means 40, 40 at both ends of the upper formwork 10. The bolts 50 and 50 which are main body peeling means are attached to the upper mold frame 10 and the both-sleeve mold frames 20 and 20, respectively.
[0011]
The upper mold frame 10 is attached with splints 12 and 12 having a rectangular cross section as reinforcing members along the lower surfaces of both sides of the plate 11 having the same width as the inner surface of the opening of the wall. A trapezoidal member 13 having a trapezoidal cross section is attached, leaving a space in which the protrusion 105 is fitted.
[0012]
As shown in FIG. 2, the trapezoidal member 13 includes a member 14 having a rectangular cross section and a trapezoidal member 16 having a trapezoidal cross section covered with a non-water absorbent material 15. The inclined surface of the trapezoidal member 16 is formed so as to face the outer wall side, that is, to face the inclined surface of the protrusion 105 formed in the opening 104. The non-water-absorbing material 15 is formed of a synthetic resin or a metal plate, and absorbs moisture in the placed concrete so as not to be fixed. As shown in FIG. 5, the surface of the concrete base 103 on the inner surface of the opening It is desirable to form the entire surface opposed to the non-water-absorbing material 15a. This non-water-absorbing material 15a can be achieved by manufacturing the entire upper mold 10 with metal or synthetic resin, or by manufacturing the plate 11 and the trapezoidal member 13 with metal or synthetic resin. Or by other means.
[0013]
At both ends of the plate 11, (in the figure indicated by the L-type protrusions) projections 4 1, 4 1 of the elastic member 4 2 impregnated by a plate-like been suspended, the elastic body 4 2 and the elastic member 4 2 are affixed plate-like projections 4 1, 4 to 1, the hole 41a for inserting the bolt 44 to be described later, 42a are formed.
[0014]
A bolt 50 is provided as the peeling means. The bolt 50 is provided with a hole 51 in a direction orthogonal to the surface of the concrete base 103 on which the upper mold 10 is placed, and is screwed into the hole 51 so as to be inserted therethrough. In FIG. 4, a female screw washer 52 whose opening communicates with the concrete side of the hole 51 of the upper mold 10 is attached, and the concrete is attached to the tip of the bolt 50 with the bolt 50 screwed, and the bolt 50 is screwed. A sheet 53 is attached to a washer 52 with a female screw so as not to be immovable. The peeling means (bolt) 50 is not limited to the bolt 50 described above, and may be a peeling sheet attached to the surface of the upper mold frame facing the surface of the concrete base 103. The upper mold frame 10 Any means may be used as long as the protrusion 105 provided along the edge of the opening 104 is not damaged at the time of removal, and the non-water-absorbing material 15, 15a is also applied.
[0015]
The sleeve molds 20, 20 are formed as symmetrical sleeve molds 20, 20, and as reinforcements along the side surfaces on both sides of the plate 21 having the same width as the inner surface of the opening 104, similar to the upper mold frame 10. The splints 22 and 22 having a rectangular cross section are attached. A trapezoidal member 23 is attached to the surface of the plate 21 on the concrete base 103 side, leaving a space in which the protrusion 105 is fitted from the inner wall side to the outer wall side. As shown in FIG. 1, the trapezoidal member 23 includes a member 24 having a rectangular cross section and a trapezoidal member 26 covered with a non-water-absorbing material 25.
[0016]
A projection 27 is provided on the upper end of the plate 21 of the sleeve mold frame 20 toward the inside, and a plate-like projection 45 (shown as an L-shaped projection in the figure) in which a hole 45a is formed at the tip of the projection 27. Is drooping.
The bolt 44 with nut 43 provided separately communicate the bolts 44 each of the holes 45a, 42a, to 41a of the elastic member 4 2 in a sandwich state between the projections 4 1 of the upper mold 10 and the projection 45, The nut 43 is screwed and fixed. The attaching means 40 includes an elastic body 4 2 , a protrusion 4 1 , a bolt 44 with a nut 43, and a protrusion 45.
[0017]
A trapezoidal member 26 covered with the non-water-absorbing material 25 is horizontally attached to the lower end of the trapezoidal member 26 on the surface of the lower part of the plate 21 on the concrete base 103 side. An elastic body 28 is attached to the upper surface. The elastic body 28 separates the trapezoidal member 23 attached to the surface of the plate 21 on the concrete base 103 side and the space in which the protrusion 105 on the outer wall side of the concrete base 103 fits. The non-water-absorbing material 25 that covers the trapezoidal members 23 and 26 is the same material as that of the upper mold 10.
[0018]
Mounting means and the upper mold frame 10 mounting the both sleeves formwork 20, 20 40, the projection 4 1 was impregnated is suspended across the elastic body 4 second plate 11 of the upper mold 10, 4 1 a, both sleeves formwork and 20, 20 protrusion 45 which is suspended in the projection 27 projecting from the inner side of the upper end of these projections 4 1, 45 and the elastic body 4 second hole 41a, 42a, a nut 43 bolt 44 inserted through 45a It has become.
[0019]
However, the present invention is not limited to the illustrated attachment means 40, 40. For example, a U-shaped cross-section member and a wedge are separately provided, and the U-shaped cross-section member is externally fitted in a state where the plate-shaped protrusions are juxtaposed via an elastic body. A wedge is tightly inserted between the U-shaped projection and the U-shaped cross-section member, a clamp is provided at the position of the projection, and a locking member for locking the locking portion of the clamp is provided at the position of the other projection. As long as attachment means can be considered and the upper mold frame and both sleeve mold frames can be detachably attached, the attachment means 40 of any shape and method may be used (not shown).
[0020]
In the window required form of the above embodiment, the upper form 10 and the two sleeve forms 20 and 20 are formed of three members, but the upper form 10 and one of the sleeve forms 20 are connected to the L shape. However, it can also be formed by two members with the other sleeve formwork 20.
[0021]
The window concrete form having the above-described configuration is used as follows. The sleeve molds 20 and 20 are temporarily attached to both sides of the position where the window of the concrete building is provided, and the upper mold 10 is temporarily attached between the upper portions of the both sleeve molds 20 and 20 by the attaching means 40 and 40. Next, the projections 42, 42 suspended from both ends of the upper mold 10 and the projections 45, 45 suspended from the projections 27, 27 projecting inside the upper ends of the sleeve molds 20, 20 are juxtaposed in parallel, respectively. , 40 bolts 44, 44 are connected to each other, and nuts 43, 43 are screwed and fixed. The concrete formwork body 1 composed of the upper formwork 10 and the two-sleeve formwork 20, 20 is a torii type, that is, a U-shape with the lower part opened, and the lower formwork and other walls arranged inside and outside the wall surface. Used with formwork 110,110.
[0022]
In this manner, the concrete mold body 1 is placed at a predetermined position together with the lower mold 111 and the other molds 110 and 110, and the interior of the space in which the concrete is assembled by the molds 1, 110, 110 and 111. Inject. The other molds 110 and 110 inside and outside the wall surface are removed from the concrete base 103 cured after a predetermined time, and then the lower mold 111 is removed.
[0023]
After that, the bolts 44 and 44 with nuts 43 of the attaching means 40 and 40 for fixing the upper mold frame 10 and the both sleeve mold frames 20 and 20 are loosened and removed. Next, the bolt 50 of the upper mold 10 is screwed. When the bolt 50 is screwed in this way, the end of the bolt 50 presses the hardened surface of the concrete base 103, and the upper mold frame 10 is lifted off by reaction. Subsequently, the bolts 50 and 50 (two bolts are shown in the figure but may be one bolt) of the both-sleeve molds 20 and 20 are screwed in the same manner as the upper mold 10. Remove with.
[0024]
When the concrete formwork body 1 is lifted by the screwing of the bolts 50 and 50, no load is applied to the ridges 105 and 105 on the outer wall side of the opening 104 of the concrete base 103, so that the bases of the ridges 105 and 105 are cracked. It will not be damaged. Further, the inclined surface of the facing surface of the concrete base 103 that is most loaded when the concrete mold body 1 is lifted by the bolts 50 and 50 is formed or covered with the non-water-absorbing material 15 or 25. The fixing force between the trapezoidal members 16 and 26 formed or covered with the non-water-absorbing materials 15 and 25 and the concrete base 103 is weak, and the concrete formwork body 1 is easily lifted and peeled off by screwing in the bolts 50 and 50. Therefore, the concrete mold body 1 can be used repeatedly without being damaged. In the case of the wooden concrete formwork body 1, it can be used repeatedly 5 to 10 times, and in the case of metal, it can be used several tens of times.
[0025]
Since the concrete formwork body 1 is repeatedly used in this way, the production cost can be reduced to a fraction of a fraction of the conventional window concrete formwork, and the cost of disposal due to damage can be reduced. The cost can be reduced to a fraction of a fraction to a few tenths, and various inconveniences such as generation of dioxins by incineration are reduced.
[0026]
Detachably formed by means 40 attached to the upper mold 10 and both sleeves formwork 20, 20, the attachment means 40 projections 4 1, 45, nuts 43 bolts 44, a simple structure of the elastic member 4 2 Since it is formed, it can be produced at a low cost in the factory, has little damage, and can reduce running costs.
[0027]
Further, by interposing the elastic member 4 2 between the projections 4 1, 45 hanging down the upper mold frame 10 in both sleeves mold 20,
Since the elastic body 28 is interposed between the trapezoidal members 23 and 26 of the sleeve mold 20, even if an excessive load is applied when the upper mold 10 and the both sleeve molds 20 and 20 are attached and removed, Since these elastic bodies 41 and 28 absorb the load, damage to the members 10, 20, and 20 is reduced, and the number of times of repeated use can be improved.
[0028]
【The invention's effect】
The concrete formwork for windows having the above structure is provided so that a bolt as a peeling means can be screwed in a direction intersecting with the opposing surface of the concrete base, so that the concrete formwork body is raised when the concrete formwork body is lifted by screwing the bolt. Since no load is applied to the ridge on the outer wall side of the base opening, the base of the ridge is not cracked or damaged.
[0029]
In addition, when the concrete formwork main body is lifted by screwing in the bolt, the inclined surface of the opposite surface of the concrete base, which is the most loaded, is formed or covered with a non-water-absorbing material. Alternatively, the adhesive force between the covered trapezoidal member and the concrete base is weak, and the concrete formwork body is easily lifted and peeled off by screwing in the bolts, so that the concrete formwork body can be used repeatedly without being damaged.
[0030]
Since the concrete formwork body is used repeatedly in this way, it can be reduced to a fraction of the manufacturing cost of a conventional concrete formwork for windows, and the cost of disposal due to damage is also low. The cost can be reduced from a fraction to a fraction of a tenth, and various inconveniences such as generation of dioxins by incineration can be greatly reduced.
[0031]
The upper and both sleeve molds are detachably formed by attachment means, and this attachment means is formed by a simple structure such as a projection, bolt with nut, and elastic body, so that it can be manufactured at low cost and damaged. The running cost can be reduced. In addition, since an elastic body is interposed between the upper mold frame and the protrusions hanging from the both sleeve mold frames, and an elastic body is interposed between the two types of trapezoidal members of the sleeve mold frame, the upper mold frame and both sleeves Even when an unreasonable load is applied when attaching and detaching the formwork, the elastic body absorbs the load, so that the damage to these members is reduced, and the number of times of repeated use can be improved.
[Brief description of the drawings]
FIG. 1 is an exploded perspective view of a concrete formwork for a window according to the present invention.
FIG. 2 is a side view of the upper mold frame as viewed from the direction A in FIG. 1;
FIG. 3 is an enlarged cross-sectional view of a main part viewed from below in a state where the concrete formwork for a window according to the present invention is attached.
FIG. 4 is an enlarged vertical cross-sectional view of a main part in a mounted state of a concrete formwork for a window according to the present invention.
FIG. 5 is an enlarged cross-sectional view of a main part viewed from below in a state where the concrete formwork for a window according to the present invention is attached.
FIG. 6 is a perspective view showing an opening of a concrete wall to which a concrete form for a window is attached.
FIG. 7 is a perspective view showing a state in which a conventional window concrete form is attached to an opening of a concrete wall.
FIG. 8 is an enlarged cross-sectional view of a main part as viewed from above from below in FIG. 7;
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Concrete formwork body 10 Formwork 15,15a, 25 Non-water-absorbing material 20 Sleeve formwork 40 Attaching means
41 Projection 4 2 Elastic body 43 Nut 44 Bolt
45 Projection 50 Bolt 103 as peeling means 103 Concrete foundation 104 Opening 105 Projection

Claims (3)

開口の内壁面の縁に添う突条を有する窓用コンクリート下地を形成するため、略壁厚と同じ幅の木製の板を備えた上型枠及び両袖型枠を有する窓用コンクリート型枠であって、
該上型枠及び両袖型枠の板のコンクリート下地側の面に取付け、コンクリート下地側に形成される突状と対向する傾斜面に非吸水性素材(15a)が添着された木製の台形状部材(13)と、
該上型枠の両端に両袖型枠を取付ける際、該上型枠の両端及び両袖型枠の上部上型枠側に設けた取付け手段の間に介在させた弾性体(42)と、
該上型枠及び両袖型枠を打設されたコンクリート下地面から剥離するため、該上型枠及び両袖型枠に取付けた剥離手段(50)と、
を有することを特徴とする窓用コンクリート型枠。
In order to form a concrete foundation for windows having a ridge that follows the edge of the inner wall surface of the opening, a concrete form for windows having an upper mold frame and a double sleeve mold frame with a wooden board having a width substantially the same as the wall thickness. There,
A wooden trapezoidal shape in which a non-water-absorbing material (15a) is attached to an inclined surface that is attached to the surface of the concrete base side of the plate of the upper mold frame and the two-sleeve mold frame and faces the protruding shape formed on the concrete base side. A member (13);
An elastic body (42) interposed between both ends of the upper mold frame and attachment means provided on the upper upper mold frame side of the both sleeve mold frame when attaching both sleeve mold frames to both ends of the upper mold frame;
A peeling means (50) attached to the upper mold frame and both sleeve mold frames in order to peel the upper mold frame and both sleeve mold frames from the placed concrete base surface;
A concrete formwork for windows characterized by comprising:
前記非吸水性素材が、合成樹脂製であり、
前記剥離手段が、上型枠及び両袖型枠のコンクリート下地面との対向面と交差する方向に夫々取付けられたボルトであることを特徴とする請求項1記載の窓用コンクリート型枠。
The non-water-absorbing material is made of synthetic resin,
Said release means, the upper mold and both sleeves formwork facing surface with the window for concrete formwork according to claim 1 Symbol mounting, characterized in that in a direction intersecting a respective mounted bolt concrete under ground.
請求項1又は2記載の窓用コンクリート型枠を取り外して反復利用することを特徴とする窓用コンクリート型枠による施工法。  The construction method by the concrete formwork for windows which removes the concrete formwork for windows of Claim 1 or 2, and uses repeatedly.
JP2000249583A 2000-08-21 2000-08-21 Concrete formwork for windows and construction method using concrete formwork for windows Expired - Fee Related JP3670558B2 (en)

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