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JP3611479B2 - Method for constructing concrete frame having heat insulating material for both formwork and structure provided with the concrete frame - Google Patents

Method for constructing concrete frame having heat insulating material for both formwork and structure provided with the concrete frame Download PDF

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Publication number
JP3611479B2
JP3611479B2 JP11333099A JP11333099A JP3611479B2 JP 3611479 B2 JP3611479 B2 JP 3611479B2 JP 11333099 A JP11333099 A JP 11333099A JP 11333099 A JP11333099 A JP 11333099A JP 3611479 B2 JP3611479 B2 JP 3611479B2
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Japan
Prior art keywords
heat insulating
insulating material
concrete
formwork
concrete frame
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JP11333099A
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JP2000303607A (en
Inventor
一博 比嘉
常正 仲西
照麿 永井
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Sekisui Kasei Co Ltd
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Sekisui Kasei Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、コンクリートスラブやコンクリート壁のようなコンクリート躯体の施工方法及び該コンクリート躯体を備えた構造物に関し、特に、コンクリート打設前の型枠を実質的に省略することにより、施工効率を大幅に改善することを可能とした型枠兼用断熱材を持つコンクリート躯体の施工方法と該コンクリート躯体を備えた構造物に関する。
【0002】
【従来の技術】
鉄筋コンクリート造の建築物において、コンクリートスラブやコンクリート壁のようなコンクリート躯体部分の構築は、通常、水平方向あるいは垂直方向に型枠を建て込み、必要な配筋を行い、該型枠内にコンクリートを打設し、コンクリートが硬化した後、型枠を取り外すことによって行われる。構築するコンクリート躯体部分の種類によっては、コンクリート壁に板状の合成樹脂発泡体が断熱材として張り付けられることがある。
【0003】
型枠施工と断熱材の張り付けを別の作業で行うことは労力が大きいことから、それを同時に行うようにしたコンクリート躯体における型枠兼用断熱材の施工方法として、大引き上に狭い間隔で多数本の根太を敷設し、その上に型枠兼用断熱材を置き、該型枠兼用断熱材を釘などの固定用金具を用いて横桟に釘打ち固定した後、その上にコンクリートを打設するようにした施工方法も提案されている(特開平7−90950号公報参照)。施工後に、根太及び大引きなどの支持部材は除去され、型枠兼用断熱材はコンクリートと一体化して躯体側に残される。
【0004】
【発明が解決しようとする課題】
前記特開平7−90950号公報に記載される型枠兼用断熱材の施工方法は、従来のように水平型枠を用いないので、その分、施工現場での型枠組み建て込み作業や施工後の型枠取り外し作業は省力化でき、また、廃材となった型枠用合板を処理するなどの作業も不要となるメリットがある。しかし、型枠兼用断熱材を支えるために大引きの上に狭い間隔で多数本の根太を配置することが必要であり、また、型枠兼用断熱材を位置決め固定するために釘や特別の固定用金具を用意して、それを個々の型枠兼用断熱材ごとに躯体側に打ち付ける作業が必要となる。
【0005】
本発明の目的は、従来提案されている上記のようなコンクリート躯体部分の施工方法をさらに改良することにあり、より具体的には、型枠兼用断熱材を支える支持部材の取り付け作業を大幅に省力化すること、施工時に型枠兼用断熱材の位置決め固定を容易化することを可能とする型枠兼用断熱材を持つコンクリート躯体の施工方法及びそのようなコンクリート躯体を持つコンクリート構築物を提供することにある。
【0006】
【課題を解決するための手段】
上記の課題を解決するための本発明による型枠兼用断熱材を持つコンクリート躯体の施工方法は、基本的に、所要間隔で支柱を立設し、該支柱の上に支持部材を横架し、該支持部材の上に必要な場合には平板を配置し、裏面に補強材を取着した型枠兼用断熱材を該支持部材あるいは必要な場合に配置した平板によって支持しながら敷き詰め、敷き詰めた型枠兼用断熱材の周囲の一部又は全部を躯体側に止め付けた固定用棒部材により囲んで位置決め固定した後、必要な場合には配筋を行いかつコンクリートを打設することを特徴とする。
【0007】
また、本発明によるコンクリート躯体を備えた構造物は、裏面に補強材を取着した型枠兼用断熱材がその周囲の一部又は全部に固定用棒部材を配置した状態で、上面と4側面とが打設されたコンクリートにより覆われた構成を少なくとも有するコンクリート躯体を備えていることを特徴とする。
前記型枠兼用断熱材としては、軽量でありまた打設されるコンクリートによって変形などしないことを条件に任意のものを用いうるが、発泡ポリスチレンのような合成樹脂発泡体が最も好適に用いられる。合成樹脂発泡体としては、他にエチレン系樹脂、プロピレン系樹脂などからなる合成樹脂発泡体などを使用することができる。
【0008】
本発明の施工方法によれば、型枠兼用断熱材は裏面側に補強材を備えており、支持部材又は必要に応じて配置した平板で該型枠兼用断熱材を直接下面から支えるだけで、施工時における諸荷重に耐えることができる。そのために、従来工法でのように、型枠兼用断熱材の支持のために大引き上に狭い間隔で多数本の根太を敷設する作業を省略することができ、型枠兼用断熱材を配置するための作業が大きく省力化される。
【0009】
さらに、敷き詰めた型枠兼用断熱材の位置決め固定は、その周囲の一部又は全部に固定用の棒部材を配置し、該固定用棒部材を躯体側に釘打ちなどにより止め付けることによって行われる。長尺部材である固定用棒部材を用いたことにより、多数枚の型枠兼用断熱材に対して同時に位置決めと固定を行うことができ、一枚ごとに釘打ち固定する場合と比較して、位置決め作業は大きく省力化される。
【0010】
本発明において、型枠兼用断熱材の裏面に取着する補強材の素材、配置、取着本数などは、当該コンクリート躯体の施工時に予定される負荷荷重や型枠兼用断熱材としての本来の機能(軽量化など)を失わないことなどを条件に、施工現場に応じて設計的に定めればよい。素材としては、木材、合成木材、加工木質材のような木質材料、FRPのような合成樹脂材料、アルミのような軽量金属材料などを用いることができる。該補強材は、型枠兼用断熱材の裏面側、すなわち、支持部材と接する側に、その長手方向の全長にわたって一定間隔で配置されるのが好ましいが、表面側にも配置されていてもよい。
【0011】
本発明による上記の施工方法は、コンクリート壁、裏面が平坦なコンクリートスラブ、スラブ厚よりも梁せいが高くされた梁を持つコンクリートスラブなど、任意の形状のコンクリート躯体部分の施工に適用できる。スラブ厚よりも梁せいが高くされた梁を持つコンクリートスラブを施工する際には、梁せい下面とスラブ下面との段差となる空間内に、前記補強材を取着した複数枚の型枠兼用断熱材が、その下端面レベルが梁せい下面と同じレベルとなるようにして水平に敷き詰められる。
【0012】
この施工態様では、梁の部分の横幅は軽量充填材である前記型枠兼用断熱材の側面によって規制される。そのために、従来必要とされた梁用型枠である断面凹溝状の型枠が不要となり、必要な場合には、梁の下面位置に合板のような平板材を梁せい下面の高さ位置で水平に敷き詰めるだけで、所望の形状のコンクリート打設空間を得ることができる。複数枚の型枠兼用断熱材を敷き詰めた後に、必要な場合には配筋を行い、コンクリートを打設する。その際に、配筋が型枠兼用断熱材に接触しないように、型枠兼用断熱材と配筋との間にスペーサを配置するようにしてもよい。
【0013】
本発明において、型枠兼用断熱材同士は、その周囲を躯体側に止め付けた固定用棒部材により取り囲んだ状態で位置決め固定されているので、コンクリート打設時などに型枠兼用断熱材が位置ずれを起こすようなことはなく、型枠兼用断熱材同士の隙間から打設したコンクリートのノロが流下するような不都合は回避される。
数週間コンクリートの養生を行い、コンクリートの強度が発現するのを待ち、支柱、支持部材及び必要に応じて配置した平板を取り外して、本発明によるコンクリート躯体の施工は終了し、本発明によるコンクリート躯体を備えた構造物が構築される。支持部材などを取り外しても、型枠兼用断熱材及びその周囲に配置した固定用棒部材はコンクリートとの付着力により安定して保持される。
【0014】
施工しようとするコンクリート躯体部分がコンクリートスラブの場合に、裏面に取着した補強材を天井仕上げ用の下地面として利用して天井材を取り付けることができ、平坦な天井面を容易に構築することができる。また、吊りボルトなどを介して、コンクリートスラブの下面に吊り天井を取り付けることもでき、この場合には、コンクリートスラブ下面と天井材との間の空間を配線や配管用のスペースとして容易に利用することができる。
【0015】
【発明の実施の形態】
以下、図面を参照しながら、本発明による型枠兼用断熱材を持つコンクリート躯体の施工方法のいくつかの実施の形態、及び構築物を、主にコンクリートスラブを施工する場合を例として説明する。
図1は、型枠兼用断熱材10の一例であり、基材として好ましくは発泡ポリスチレンのビーズ型内発泡成形品や押出し発泡品のような合成樹脂発泡体が用いられ、裏面側にFRP樹脂あるいは木質材からなる補強材11が所要本数(図示の例では4本)取着されている。補強材は、型枠兼用断熱材の成形時に一体成形してもよく、成形後に埋め込みなどにより取着してもよい。
【0016】
図1に示す型枠兼用断熱材10を用いてコンクリートスラブを施工する方法を図2、図3、図4を参照して説明する。先ず、建物のコンクリートスラブ50の下面となる領域の全域に支柱1を所要の間隔で立て、支柱1上には、大引きのような適宜の横架状の支持部材2を設置する。図3、図4に示すように、梁20となるべき位置は型枠兼用断熱材10が配置されない箇所であり、その部分に、梁20の幅よりも幾分広い幅を持つ平板21を敷き詰める。さらに、高い床ふところを必要とする部分のように、型枠兼用断熱材10を埋め込まない構造としたい箇所にも平面型枠22を敷き詰める。また、必須ではないが、型枠兼用断熱材10が配置される箇所の支持部材2の上にも、安定のために平板23を敷き詰めてもよい。
【0017】
図3からわかるように、前記梁1となるべき位置の両側縁、型枠兼用断熱材10を埋め込まない構造としたい箇所の一側縁などは、敷き詰めるべき多数枚の型枠兼用断熱材10の4周の側縁が位置決めされるべき箇所となる。そこで、そのような位置決めされるべき箇所に沿って、長尺状の固定用棒部材30を釘などにより、前記横架状の支持部材2に打ち付け固定する。
【0018】
図2にその状態を示しており、支持部材2の上に載置された平板21の長手方向に、第1の固定用棒部材30を釘などにより打ち付け固定し、次に、前記第1の固定用棒部材30に直交する方向に、第2の固定用棒部材30(不図示)を支持部材2に釘などにより打ち付け固定する。それにより、敷き詰めるべき多数枚の型枠兼用断熱材10の直交する2つの側縁の位置は定められるので、止め付けられた第1と第2の固定用棒部材30、30に側縁を密着させるようにして、所要枚数の型枠兼用断熱材10を全体が方形状となるように順次敷き詰める。
【0019】
その後で、多数枚の型枠兼用断熱材10が互いに密接した状態となるように2方向に押し付け、残りの(反対側の)2つの側縁に沿って、そこに密接するようにして、第3、第4の固定用棒部材30、30(不図示)を支持部材2に打ち付け止め付ける。それにより、方形状に敷き詰められた多数枚の型枠兼用断熱材10は互いに密着した状態で、その4周の側縁を固定用棒部材30により位置決め固定されたこととなり、以後、位置ずれなどを起こすことはない。
その後で、図4に示すように、スラブの配筋を行う。スラブ筋5の本数や配置形態は、従来工法による場合のスラブ配筋と同様であってよい。ただし、スラブ筋5を一定間隔で配置し、かつ、一定のかぶりを確保するために、この例では、型枠兼用断熱材10の上に、スペーサ6を載置するようにしている。
【0020】
配筋作業の終了後、コンクリート51の打設を従来工法と同様にして行う。各型枠兼用断熱材10同志は、互いに密着して固定されており、打設したコンクリートのノロが隙間から漏れ出ることはない。型枠兼用断熱材10の周囲に合じゃくり係合部を形成することにより、ノロの漏出は一層確実に阻止できる。
3〜4週間コンクリートの養生を行い、コンクリートの強度が発現するのを待ち、所定強度が得られたことを確認して、支柱1、支持部材2、平板21,22、23などを取り外す。必要に応じて、固定用棒部材30の打ち付けに用いた釘の先端を必要に応じてスラブ同面で切断する。頭なしの釘を用いる場合には、全体を引き抜くこともできる。これにより、コンクリートスラブの施工は終了し、打設したコンクリート51と型枠兼用断熱材10とが一体となったコンクリートスラブ50が得られると共に、本発明によるコンクリートスラブを備えた構築物が構築される。
【0021】
本発明による施工法では、図示のように、梁となるべき位置など、型枠兼用断熱材10を配置しない場所の下面のみに平板21,22,23を配置するのみですべての施工を行うことが可能であり、型枠作業が大幅に簡素化される。また、本発明の施工方法において、型枠兼用断熱材は軽量物であり、型枠兼用断熱材の使用が建物の設計重量に変更を与えることはない。そのために、コンクリートスラブの強度設計などは従来法による場合と同様に行うことができる。また、型枠兼用断熱材は断熱材としての機能も有しており、寒冷地などで行われる断熱施工を一部省略することも可能となる。
【0022】
【発明の効果】
上記のとおりであり、本発明によれば、施工後のコンクリートスラブなどのコンクリート躯体部の強度などになんら影響を与えることなく、コンクリート躯体の施工をきわめて簡素化することができ、作業時間の短縮を図ることができる。特に、従来のように梁用型枠や平面型枠を実質的に用いないので、合板のような板材の確保、保管、施工後の処分を必要とせず、低コストでのコンクリート躯体部の施工が可能となる。
さらに、本発明のコンクリート躯体の施工方法によるコンクリート躯体を備えた構築物にあっては、施工の容易性に加えて、型枠兼用断熱材が断熱材としての機能も奏することから、断熱性に富んだ構築物が得られる。
【図面の簡単な説明】
【図1】本発明に用いる型枠兼用断熱材の一実施の形態を示す斜視図。
【図2】本発明によるコンクリート躯体の施工方法を説明する斜視図。
【図3】本発明によるコンクリート躯体の施工方法を説明する断面図。
【図4】本発明によるコンクリート躯体の施工方法を説明する要部断面図。
【符号の説明】
1…支柱、2…支持部材、5…スラブ筋、10…型枠兼用断熱材、11…補強材、21,22、23…平板、30…固定用棒部材、50…コンクリートスラブ、51…打設コンクリート
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for constructing a concrete frame such as a concrete slab or a concrete wall and a structure provided with the concrete frame, and in particular, by substantially omitting the formwork before placing concrete, the construction efficiency is greatly increased. The present invention relates to a method for constructing a concrete frame having a form and heat insulating material that can be improved and a structure including the concrete frame.
[0002]
[Prior art]
In a reinforced concrete building, the construction of a concrete frame such as a concrete slab or concrete wall is usually done by laying a formwork in the horizontal or vertical direction, performing the necessary reinforcement, and placing the concrete in the formwork. This is done by placing and removing the formwork after the concrete has hardened. Depending on the type of the concrete frame part to be constructed, a plate-shaped synthetic resin foam may be attached to the concrete wall as a heat insulating material.
[0003]
Since it is labor intensive to perform formwork construction and pasting of heat insulation material, as a construction method for heat insulation material for formwork in a concrete frame designed to do it at the same time, many methods are used at narrow intervals on the large pull. Lay the book joist, place a mold and heat insulator on it, fix the nail and heat insulator to the horizontal rail using fixing tools such as nails, and then place concrete on it. There has also been proposed a construction method (see Japanese Patent Application Laid-Open No. 7-90950). After the construction, support members such as joists and overdrawing are removed, and the mold and heat insulating material is integrated with the concrete and left on the frame side.
[0004]
[Problems to be solved by the invention]
The method for constructing a mold and heat insulating material described in JP-A-7-90950 does not use a horizontal mold as in the prior art. There is an advantage that the work for removing the formwork can be labor-saving, and the work such as processing of the plywood for the formwork that has become a waste material becomes unnecessary. However, it is necessary to place a large number of joists at narrow intervals on the large pull to support the heat insulating material for the formwork, and nail or special fixing for positioning and fixing the heat insulating material for the formwork It is necessary to prepare a metal fitting and hit it on the housing side for each individual formwork / heat insulating material.
[0005]
An object of the present invention is to further improve the conventionally proposed method for constructing a concrete casing as described above. More specifically, the mounting work of a support member that supports a formwork and heat insulating material is greatly improved. To provide a method of constructing a concrete frame having a formwork and heat insulating material that can save labor, facilitate positioning and fixing of the formwork and heat insulating material during construction, and a concrete structure having such a concrete structure. It is in.
[0006]
[Means for Solving the Problems]
In order to solve the above problems, the method of constructing a concrete frame having a formwork and heat insulating material according to the present invention basically erected support columns at a required interval, and horizontally supported a support member on the support columns. If necessary, a flat plate is placed on the support member, and a mold / heat insulating material having a reinforcing material attached to the back surface is spread while being supported by the support member or the flat plate placed if necessary. After positioning and fixing a part or all of the periphery of the frame / heat insulating material with a fixing rod member fastened to the housing side, if necessary, reinforcing bars are placed and concrete is placed. .
[0007]
Further, the structure provided with the concrete frame according to the present invention has a top surface and four side surfaces in a state in which the fixing material for the formwork combined with the reinforcing material on the back surface is disposed on a part or all of the periphery thereof. Is provided with a concrete casing having at least a structure covered with cast concrete.
As the formwork and heat insulating material, any material can be used as long as it is lightweight and is not deformed by the cast concrete, but a synthetic resin foam such as expanded polystyrene is most preferably used. As the synthetic resin foam, a synthetic resin foam made of ethylene resin, propylene resin, or the like can be used.
[0008]
According to the construction method of the present invention, the mold-use heat insulating material is provided with a reinforcing material on the back surface side, and the support member or a flat plate arranged as necessary only supports the mold-form heat insulating material directly from the lower surface, It can withstand various loads during construction. Therefore, as in the conventional method, it is possible to omit the work of laying a large number of joists at narrow intervals on the large pull for supporting the mold and heat insulator, and the mold and heat insulator is arranged. Work is greatly saved.
[0009]
Furthermore, the positioning and fixing of the spread sheet-form heat insulating material is performed by disposing a fixing bar member on a part or all of the periphery thereof and fixing the fixing bar member to the housing side by nailing or the like. . By using a fixing rod member that is a long member, it is possible to perform positioning and fixing at the same time for a large number of mold frame and heat insulating materials, compared to the case of nail fixing every sheet, Positioning work is greatly labor-saving.
[0010]
In the present invention, the material, arrangement, number of attachments, etc. of the reinforcing material to be attached to the back surface of the mold / heat insulating material are the original functions as the load load planned at the time of construction of the concrete frame and the heat insulating material used for the mold What is necessary is just to design in accordance with the construction site on condition that (light weight etc.) is not lost. As a raw material, a wood material such as wood, synthetic wood or processed wood material, a synthetic resin material such as FRP, a lightweight metal material such as aluminum, or the like can be used. The reinforcing material is preferably arranged at regular intervals over the entire length in the longitudinal direction on the back surface side of the heat-insulating material for the formwork, that is, the side in contact with the support member, but may also be arranged on the front surface side. .
[0011]
The above construction method according to the present invention can be applied to the construction of a concrete frame portion having an arbitrary shape, such as a concrete wall, a concrete slab having a flat back surface, or a concrete slab having a beam whose height is higher than the slab thickness. When constructing a concrete slab with a beam whose height is higher than the thickness of the slab, it is also used as a plurality of formwork with the reinforcing material attached in the space between the lower surface of the beam and the lower surface of the slab. The heat insulating material is spread horizontally so that the lower end surface level is the same level as the lower surface of the beam.
[0012]
In this construction mode, the lateral width of the beam portion is regulated by the side surface of the mold and heat insulating material which is a lightweight filler. This eliminates the need for a conventional grooved formwork, which is a beam formwork that has been required in the past. If necessary, a flat plate material such as plywood is placed on the bottom face of the beam. The concrete placement space of a desired shape can be obtained simply by laying down horizontally. After laying a plurality of formwork and heat insulation materials, if necessary, place reinforcement and place concrete. At that time, a spacer may be disposed between the formwork combined heat insulating material and the rebar arrangement so that the reinforcement does not contact the formwork combined heat insulating material.
[0013]
In the present invention, the mold and heat insulating material is positioned and fixed in a state of being surrounded by a fixing bar member that is fixed to the housing side, so that the mold and heat insulating material is positioned when placing concrete. No inconvenience is caused, and inconveniences such as the flow of concrete pouring from the gap between the mold and heat insulating material are avoided.
After curing concrete for several weeks, wait for the strength of the concrete to develop, remove the pillars, supporting members and flat plates arranged as necessary, the construction of the concrete frame according to the present invention is finished, the concrete frame according to the present invention A structure with is constructed. Even if the support member is removed, the form-cum-heat insulating material and the fixing bar member arranged around the heat-insulating material are stably held by the adhesive force with the concrete.
[0014]
When the concrete frame part to be constructed is a concrete slab, the ceiling material can be attached using the reinforcing material attached to the back surface as the lower ground for ceiling finishing, and a flat ceiling surface can be easily constructed Can do. It is also possible to attach a suspended ceiling to the lower surface of the concrete slab via a hanging bolt, etc. In this case, the space between the lower surface of the concrete slab and the ceiling material can be easily used as a space for wiring or piping. be able to.
[0015]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, some embodiments of a method for constructing a concrete frame having a form and heat insulating material according to the present invention and a structure will be described mainly by using a concrete slab as an example with reference to the drawings.
FIG. 1 shows an example of a mold / heat insulating material 10, and a synthetic resin foam such as an in-mold foam molded product of polystyrene foam or an extruded foam is preferably used as a base material, and FRP resin or A required number (four in the illustrated example) of reinforcing members 11 made of a wood material is attached. The reinforcing material may be integrally formed at the time of forming the mold / heat insulating material, or may be attached by embedding after the forming.
[0016]
A method of constructing a concrete slab using the mold / heat insulating material 10 shown in FIG. 1 will be described with reference to FIGS. 2, 3, and 4. First, the pillars 1 are erected at a predetermined interval in the entire region of the lower surface of the concrete slab 50 of the building, and an appropriate horizontal support member 2 such as a large pull is installed on the pillars 1. As shown in FIGS. 3 and 4, the position where the beam 20 is to be formed is a place where the formwork and heat insulating material 10 is not disposed, and a flat plate 21 having a width somewhat larger than the width of the beam 20 is spread over the portion. . Furthermore, the flat formwork 22 is spread also in the part which wants to make the structure which does not embed the heat insulating material 10 for mold forms like the part which requires a high floor space. Moreover, although not essential, the flat plate 23 may be spread over the support member 2 at the place where the mold / heat insulating material 10 is disposed.
[0017]
As can be seen from FIG. 3, both side edges of the position to be the beam 1, one side edge of a portion where the structure / heat insulating material 10 is not embedded, etc. The side edges of the four circumferences are locations to be positioned. Therefore, the long fixing rod member 30 is driven and fixed to the horizontal support member 2 with a nail or the like along the position to be positioned.
[0018]
FIG. 2 shows such a state. A first fixing rod member 30 is fixed by hitting it with a nail or the like in the longitudinal direction of the flat plate 21 placed on the support member 2. A second fixing rod member 30 (not shown) is driven and fixed to the support member 2 with a nail or the like in a direction orthogonal to the fixing rod member 30. As a result, the positions of the two orthogonal side edges of the large number of mold and heat insulating materials 10 to be spread are determined, so that the side edges are brought into close contact with the fixed first and second fixing rod members 30 and 30. In this manner, the required number of mold / heat insulating materials 10 are sequentially laid out so as to form a square shape as a whole.
[0019]
After that, a large number of sheet-form and heat-insulating materials 10 are pressed in two directions so as to be in close contact with each other, and in close contact with the other two (opposite) side edges, 3. The fourth fixing rod members 30 and 30 (not shown) are driven and fixed to the support member 2. As a result, a large number of mold-form and heat-insulating materials 10 spread in a square shape are positioned and fixed by the fixing rod member 30 with the four side edges thereof being in close contact with each other. Will not cause.
After that, as shown in FIG. The number and arrangement form of the slab reinforcement 5 may be the same as the slab reinforcement in the case of the conventional method. However, in this example, the spacers 6 are placed on the mold / heat insulating material 10 in order to arrange the slab muscles 5 at regular intervals and to ensure a constant fogging.
[0020]
After finishing the bar arrangement work, the concrete 51 is placed in the same manner as in the conventional method. The mold / heat insulating materials 10 are fixed in close contact with each other, so that the placed concrete nose does not leak from the gap. By forming the joint engagement portion around the mold / heat insulating material 10, leakage of the slot can be more reliably prevented.
The concrete is cured for 3 to 4 weeks, waits for the strength of the concrete to develop, confirms that the predetermined strength has been obtained, and removes the support column 1, the support member 2, the flat plates 21, 22, 23 and the like. If necessary, the tip of the nail used for driving the fixing rod member 30 is cut on the same surface of the slab as necessary. When a headless nail is used, the whole can be pulled out. As a result, the construction of the concrete slab is completed, and a concrete slab 50 in which the placed concrete 51 and the formwork and heat insulating material 10 are integrated is obtained, and a structure including the concrete slab according to the present invention is constructed. .
[0021]
In the construction method according to the present invention, as shown in the drawing, all construction is performed only by arranging the flat plates 21, 22, and 23 only on the lower surface of the place where the mold / heat insulating material 10 is not disposed, such as the position to be a beam. And formwork is greatly simplified. Further, in the construction method of the present invention, the mold and heat insulating material is a lightweight material, and the use of the mold and heat insulating material does not change the design weight of the building. Therefore, the strength design of the concrete slab can be performed in the same manner as in the conventional method. Moreover, the heat insulating material for molds also has a function as a heat insulating material, and it is possible to omit a part of the heat insulating work performed in a cold district.
[0022]
【The invention's effect】
As described above, according to the present invention, the construction of the concrete frame can be greatly simplified without any influence on the strength of the concrete frame such as the concrete slab after the construction, and the working time can be shortened. Can be achieved. In particular, the beam formwork and flat formwork are not used as in the past, so it is not necessary to secure, store, and dispose of the plate material such as plywood. Is possible.
Furthermore, in the structure provided with the concrete frame by the method for constructing the concrete frame of the present invention, in addition to the ease of construction, the heat insulating material for the formwork also has a function as a heat insulating material. You will get a construct.
[Brief description of the drawings]
FIG. 1 is a perspective view showing an embodiment of a mold and heat insulating material used in the present invention.
FIG. 2 is a perspective view for explaining a concrete frame construction method according to the present invention.
FIG. 3 is a cross-sectional view illustrating a method for constructing a concrete frame according to the present invention.
FIG. 4 is a cross-sectional view of an essential part for explaining a concrete frame construction method according to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Support | pillar, 2 ... Support member, 5 ... Slab reinforcement, 10 ... Insulation material used as a formwork, 11 ... Reinforcement material, 21, 22, 23 ... Flat plate, 30 ... Fixing bar member, 50 ... Concrete slab, 51 ... Strike Concrete

Claims (3)

所要間隔で支柱を立設し、該支柱の上に支持部材を横架し、裏面側で
ある支持部材と接する側に長手方向の全長にわたって一定間隔で補強材を取着した型枠兼
用断熱材を該補強材の両端側が支持部材によって支持されるようにして敷き詰め、敷き詰
めた型枠兼用断熱材の周囲の一部又は全部を躯体側に止め付けた固定用棒部材により囲ん
で位置決め固定した後、必要な場合には配筋を行いかつコンクリートを打設することを特
徴とする型枠兼用断熱材を持つコンクリート躯体の施工方法。
A form-cum-use heat insulating material in which struts are erected at a required interval, a support member is horizontally mounted on the strut, and a reinforcing material is attached at regular intervals over the entire length in the longitudinal direction on the side in contact with the support member on the back side. After placing the reinforcing material so that both ends of the reinforcing material are supported by the supporting member, and surrounding and fixing a part or all of the periphery of the laid-down formwork and heat insulating material with a fixing rod member fixed to the housing side A method for constructing a concrete frame having a heat insulating material for both a formwork, characterized by placing reinforcement and placing concrete when necessary.
請求項1に記載の型枠兼用断熱材を持つコンクリート躯体の施工方法
において、支持部材の上であって施工後に梁となるべき型枠兼用断熱材が配置されない箇
所には当該梁の幅よりも幾分広い幅を持つ平板を敷き詰める工程を行い、その後に支持部
材および平板によって支持しながら型枠兼用断熱材の敷き詰めを行うことを特徴とする請
求項1に記載の型枠兼用断熱材を持つコンクリート躯体の施工方法。
In the construction method of the concrete frame having the formwork combined heat insulating material according to claim 1, the place on the support member where the formwork combined heat insulating material to be a beam after the construction is not disposed is larger than the width of the beam. 2. The mold / heat insulating material according to claim 1, wherein a step of laying a flat plate having a somewhat wider width is performed, and then the mold / heat insulating material is spread while being supported by the support member and the flat plate. Construction method of concrete frame.
コンクリート躯体がコンクリートスラブであることを特徴とする請求項1又は2に記載の型枠兼用断熱材を持つコンクリート躯体の施工方法。3. The method for constructing a concrete frame having a form and heat insulating material according to claim 1 or 2, wherein the concrete frame is a concrete slab.
JP11333099A 1999-04-21 1999-04-21 Method for constructing concrete frame having heat insulating material for both formwork and structure provided with the concrete frame Expired - Fee Related JP3611479B2 (en)

Priority Applications (1)

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JP11333099A JP3611479B2 (en) 1999-04-21 1999-04-21 Method for constructing concrete frame having heat insulating material for both formwork and structure provided with the concrete frame

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Application Number Priority Date Filing Date Title
JP11333099A JP3611479B2 (en) 1999-04-21 1999-04-21 Method for constructing concrete frame having heat insulating material for both formwork and structure provided with the concrete frame

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JP2000303607A JP2000303607A (en) 2000-10-31
JP3611479B2 true JP3611479B2 (en) 2005-01-19

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4530350B2 (en) * 2004-10-14 2010-08-25 五洋建設株式会社 Concrete slab

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