JP2001200606A - Form and form construction method - Google Patents

Form and form construction method

Info

Publication number
JP2001200606A
JP2001200606A JP2000011475A JP2000011475A JP2001200606A JP 2001200606 A JP2001200606 A JP 2001200606A JP 2000011475 A JP2000011475 A JP 2000011475A JP 2000011475 A JP2000011475 A JP 2000011475A JP 2001200606 A JP2001200606 A JP 2001200606A
Authority
JP
Japan
Prior art keywords
separator
plate
formwork
wall
skeleton
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2000011475A
Other languages
Japanese (ja)
Inventor
Yukikazu Oshimi
至一 押味
Yasuo Ishiyama
安夫 石山
Izumi Horio
泉 堀尾
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ISHIYAMA KK
Kajima Corp
Resonac Kenzai Corp
Original Assignee
ISHIYAMA KK
Kajima Corp
Showa Denko Kenzai KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by ISHIYAMA KK, Kajima Corp, Showa Denko Kenzai KK filed Critical ISHIYAMA KK
Priority to JP2000011475A priority Critical patent/JP2001200606A/en
Publication of JP2001200606A publication Critical patent/JP2001200606A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To improve work efficiency by dispensing with a demolition work for a form, and reduce material by dispensing with temporary material for timbering such as a batten material or the like. SOLUTION: A form side plate is taken as a placing form, an outer placing form of a skeleton is formed of an extruded cement forming plate 1 functioning as an outer wall and made of incombustible material, an inner placing form of the skeleton is formed of a foamed polystyrene plate 2 functioning as an inner wall and made of heat insulating material, and both outer and inner placing forms of the skeleton are bound by a draw separator 12.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、RC(鉄筋コンク
リート)造の構築において使用する型枠および型枠工法
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork and a formwork method used in construction of RC (reinforced concrete) structures.

【0002】[0002]

【従来の技術】一般RC(鉄筋コンクリート)造の建物
の壁を構築する場合の型枠工事では、打設するコンクリ
ートの形状を保持するために、側板としてベニア合板、
プラスチック板あるいは鋼製板を対向させて配設し、対
向するもの同士を端太材などを使用する支保工によって
所定位置に保持している。そして、コンクリートを打設
し、硬化後は側板を解体し、撤去する。
2. Description of the Related Art In formwork for building walls of a general RC (reinforced concrete) building, veneer plywood is used as a side plate to maintain the shape of concrete to be cast.
A plastic plate or a steel plate is disposed facing each other, and the facing members are held at predetermined positions by a support using a thick end material or the like. And concrete is poured, and after hardening, the side plate is dismantled and removed.

【0003】[0003]

【発明が解決しようとする課題】従来の型枠工事では、
型枠としてのみ使用する側板や端太材などの支保工用の
仮設資材を必要とし、該側板を組み立てる作業や支保
工、これを解体する脱型の作業を要して作業性がよくな
く、また、工期も長くなる。
In the conventional formwork,
It requires temporary materials for shoring such as side plates and thick ends to be used only as a formwork, and requires work for assembling and supporting the side plates and demolding work for disassembling them, resulting in poor workability. Also, the construction period becomes longer.

【0004】本発明の目的は前記従来例の不都合を解消
し、型枠の解体作業が不要となり作業性が向上し、ま
た、端太材などの支保工用の仮設資材も不要となって資
材節減を図れる型枠および型枠工法を提供することにあ
る。
An object of the present invention is to eliminate the disadvantages of the prior art, eliminate the need for dismantling the formwork, improve workability, and eliminate the need for temporary materials such as thick ends for supporting works. An object of the present invention is to provide a formwork and a formwork method capable of saving cost.

【0005】[0005]

【課題を解決するための手段】本発明は前記目的を達成
するため、型枠として、第1に、型枠側板を打込み型枠
とし、躯体外部側の打込み型枠を外壁として機能する不
燃材で構成し、躯体内部側の打込み型枠を内壁として機
能する断熱材で構成し、躯体外部側と躯体内部側の両打
込み型枠を引きセパレータで緊結することを要旨とする
ものである。
According to the present invention, there is provided a non-combustible material which functions as a formwork, firstly, a formwork side plate as a driving formwork, and a driving formwork on the outside of the body as an outer wall. The main point is that the driving formwork on the inner side of the skeleton is made of a heat insulating material that functions as an inner wall, and both the driving formwork on the outer side of the skeleton and the inner side of the skeleton are pulled and connected by a separator.

【0006】第2に、躯体外部側の打込み型枠を押し出
しセメント成形板で形成し、躯体内部側の打込み型枠を
発泡ポリスチレン板で形成し、前記発泡ポリスチレン板
に引きセパレータの一端を固定し、前記押し出しセメン
ト成形板の内側面に引きセパレータの固定部材の装着溝
を形成し、該装着溝に装着した前記固定部材に引きセパ
レータの他端を固定することを要旨とするものである。
[0006] Second, the driving form on the outer side of the frame is formed by an extruded cement molding plate, the driving form on the inner side of the frame is formed by an expanded polystyrene plate, and one end of a separator is fixed to the expanded polystyrene plate. The present invention is characterized in that a mounting groove for a fixing member for a pull separator is formed on the inner surface of the extruded cement molded plate, and the other end of the pull separator is fixed to the fixing member mounted in the mounting groove.

【0007】第3に、押し出しセメント成形板は、縦長
に形成されて内側面に縦方向の複数の突条と溝条とを交
互に設け、前記突条に引きセパレータの固定部材の装着
溝を縦方向に形成したことを要旨とするものである。
Thirdly, the extruded cement molded plate is formed to be vertically long, and a plurality of longitudinally extending ridges and grooves are alternately provided on the inner surface, and the mounting grooves of the fixing member of the separator are pulled on the ridges. The gist is that it is formed in the vertical direction.

【0008】工法としては、壁筋配筋後、装着溝に引き
セパレータの固定部材をセットした押し出しセメント成
形板を躯体外部側の打込み型枠として複数建て込み、引
きセパレータの一端を固定した発泡ポリスチレン板を躯
体内部側の打込み型枠として下段から1段ずつ建て込み
ながら、引きセパレータの他端を固定部材に固定するこ
とを要旨とするものである。
[0008] As a construction method, after arranging the wall reinforcement, a plurality of extruded cement molding plates in which a fixing member of the pull separator is set in the mounting groove are erected as a driving formwork on the outside of the frame, and one end of the pull separator is fixed. The gist of the present invention is to fix the other end of the draw separator to a fixing member while laying the plate as a driving form inside the frame one step at a time from the bottom.

【0009】請求項1記載の本発明によれば、外壁とし
て機能する不燃材を躯体外部側の打込み型枠とし、内壁
として機能する断熱材を躯体内部側の打込み型枠とし、
躯体外部側と躯体内部側の両打込み型枠を引きセパレー
タで緊結することにより、コンクリート打設後は、型枠
自体がそのまま躯体の外壁と内壁となるから、型枠を解
体する必要がなく、また、引きセパレータはコンクリー
ト内に埋設されるから、従来のような端太材などによる
支保工も不要となる。
According to the first aspect of the present invention, the non-combustible material functioning as an outer wall is used as a driving form on the outside of the skeleton, and the heat insulating material functioning as an inner wall is used as a driving form on the inside of the skeleton.
After the concrete is cast, the formwork itself becomes the outer and inner walls of the skeleton by pulling the formwork outside and inside of the structure together with a separator, so there is no need to dismantle the formwork. In addition, since the pull separator is buried in the concrete, it is not necessary to use the conventional thick support material.

【0010】請求項2記載の本発明によれば、前記作用
に加えて、躯体外部側の打込み型枠を押し出しセメント
成形板で形成することで、建物に必要とされる外壁の耐
火性能を確保でき、また、躯体内部側の打込み型枠を発
泡ポリスチレン板で形成することで建物に必要とされる
内壁の断熱性能も確保できる。同時に、発泡ポリスチレ
ン板と押し出しセメント成形板自体の強度を利用すると
ともに、両者の間に引きセパレータを配して、互いに引
き合うようにすることで、コンクリート打設時の側圧に
耐える。
According to the second aspect of the present invention, in addition to the above-mentioned functions, the fire-resistant performance of the outer wall required for the building is ensured by forming the driving form on the outer side of the skeleton with an extruded cement molding plate. In addition, by forming the driving formwork on the inner side of the skeleton with a foamed polystyrene plate, the heat insulation performance of the inner wall required for the building can be secured. At the same time, by utilizing the strength of the expanded polystyrene plate and the extruded cement molded plate itself, a pull separator is arranged between the two so that they are attracted to each other, thereby withstanding the lateral pressure during concrete casting.

【0011】請求項3記載の本発明によれば、前記作用
に加えて、任意の装着溝を選択してこの装着溝にそって
固定部材をスライドさせることで任意の位置に固定部材
を配設できる。また、装着溝は押し出しセメント成形板
に設けた突条に形成してあるから、この装着溝の形成に
よって押し出しセメント成形板の強度が低下するおそれ
はない。
According to the third aspect of the present invention, in addition to the above operation, an arbitrary mounting groove is selected and the fixing member is slid along the mounting groove to dispose the fixing member at an arbitrary position. it can. In addition, since the mounting groove is formed in the ridge provided on the extruded cement molded plate, there is no possibility that the strength of the extruded cement molded plate is reduced by the formation of the mounting groove.

【0012】請求項4記載の本発明によれば、型枠工事
が躯体の外壁と内壁の建て込み工事となるから、作業行
程が軽減でき、引きセパレータは内壁側の発泡ポリスチ
レン板に予め一端を固定してあり、他端が固定される固
定部材は外壁側の押し出しセメント成形板の内面にそっ
て引きセパレータの他端位置にスライドさせればよいか
ら、引きセパレータの取り付けは容易である。また、引
きセパレータの押し出しセメント成形板への固定は、内
壁側の発泡ポリスチレン板を1段ずつ上方に建て込みな
がら壁筋の間に手を差し込んで行えるから、一端を発泡
ポリスチレン板に予め固定してあっても支障はない。
According to the fourth aspect of the present invention, since the formwork is a work of erection of the outer wall and the inner wall of the frame, the work process can be reduced, and the draw separator has one end previously formed on the expanded polystyrene plate on the inner wall side. The fixing member, which is fixed and the other end of which is fixed, may be slid to the other end position of the pull separator along the inner surface of the extruded cement molding plate on the outer wall side, so that the pull separator is easily attached. In addition, the pull separator can be fixed to the extruded cement molded board by inserting a hand between the wall streaks while the foamed polystyrene board on the inner wall side is built up one step at a time, so one end is fixed in advance to the foamed polystyrene board. There is no problem.

【0013】[0013]

【発明の実施の形態】以下、図面について本発明の実施
の形態を詳細に説明する。図1は本発明の型枠の斜視図
を示し、本発明の型枠は、建物躯体の例えば壁型枠に実
施する打込み型枠として、躯体外部側の型枠を外壁とし
て機能する不燃材である押し出しセメント成形板1で構
成し、躯体内部側の型枠を内壁として機能する断熱材で
ある発泡ポリスチレン板2で構成する。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a perspective view of a formwork of the present invention. The formwork of the present invention is a non-combustible material that functions as an outer wall, with a formwork on the outer side of the structure being a driving formwork implemented on, for example, a wall formwork of a building structure. It is composed of an extruded cement molded plate 1 and a foamed polystyrene plate 2 which is a heat insulating material functioning as an inner wall with a mold inside the skeleton.

【0014】押し出しセメント成形板1は、図1、図2
に示すように一例として全体の高さが3000mm、横幅が
300 mm、厚さが20mm程度の縦長の長方形に形成した
もので、長さ方向である縦方向に複数の溝条3と突条4
とを交互(図示の例では4本の溝条3と3本の突条4)
に設け、両側に位置する突条4に後述する引きセパレー
タの固定部材が装着する装着溝5を長さ方向に断面T字
形に設けた。図中6は押し出しセメント成形板1の一方
の側端部に形成した嵌合用の突条、7は押し出しセメン
ト成形板1の一方の側端部に形成され、前記突条6と嵌
合する溝条を示す。
The extruded cement molded plate 1 is shown in FIGS.
As shown in the example, the overall height is 3000mm and the width is
It is formed into a vertically long rectangle with a thickness of about 300 mm and a thickness of about 20 mm.
(In the example shown, four grooves 3 and three ridges 4)
And mounting grooves 5 for mounting fixing members of a pull separator, which will be described later, are provided in the protrusions 4 located on both sides in a T-shaped cross section in the length direction. In the figure, reference numeral 6 denotes a fitting ridge formed on one side end of the extruded cement molded plate 1, and reference numeral 7 denotes a groove formed on one side end of the extruded cement molded plate 1 and fitted with the ridge 6. Indicates the article.

【0015】発泡ポリスチレン板2は、図3〜図6に示
すように一例としてスタイロフォームを用いて全体の高
さが約300 mm、横幅が約1400mm、厚さが約50mmの
横長の長方形に形成したもので、後述する引きセパレー
タの固定部8としての突出部を内側の面に設けた。
As shown in FIGS. 3 to 6, the expanded polystyrene plate 2 is formed into a horizontally long rectangle having an overall height of about 300 mm, a width of about 1400 mm and a thickness of about 50 mm by using a styrofoam as an example. In this case, a protruding portion as a fixing portion 8 of the pulling separator described later is provided on the inner surface.

【0016】この固定部8は、図示の例では発泡ポリス
チレン板2の高さ方向に適宜間隔で複数個(図示の例で
は3個)を並設したものを、横長手方向に複数列(図示
の例では6列)並設したものであり、直方体形状に形成
したものに複数の係止孔8aを縦方向に穿設した。
In the illustrated example, a plurality (three in the illustrated example) of fixing parts 8 arranged side by side in the height direction of the expanded polystyrene plate 2 are arranged side by side in a plurality of rows (in the illustrated example). In this example, six rows are arranged side by side), and a plurality of locking holes 8a are formed in a rectangular parallelepiped shape in the vertical direction.

【0017】図中9は発泡ポリスチレン板2の上面に突
設した嵌合用の突起、10は底面に形成され前記突起9と
嵌合する凹溝を示す。
In the figure, reference numeral 9 denotes a fitting protrusion protruding from the upper surface of the expanded polystyrene plate 2, and reference numeral 10 denotes a concave groove formed on the bottom surface and fitted with the protrusion 9.

【0018】図7は押し出しセメント成形板1による打
込み型枠に装着される引きセパレータ用の固定部材11を
示し、該固定部材11は例えばプラスチック成形材で形成
されて、平板状の本体部11aと、該本体部11aの背面側
に突出して装着溝5に装着される平面T字形の係止部11
bとで構成される。そして、前記本体部11aには係止部
11bと反対方向に引きセパレータ固定用の係止部11cを
突出させた。この係止部11cは平板状のものを適宜間隔
で水平に3段設けたものであり、各平板状の係止部11c
には複数個(図示の例では3個)の係止孔11dを穿設し
てある。
FIG. 7 shows a fixing member 11 for a pull separator which is mounted on a driving formwork by the extruded cement molding plate 1. The fixing member 11 is formed of, for example, a plastic molding material, and has a flat main body 11a. A flat T-shaped locking portion 11 protruding from the rear side of the main body portion 11a and mounted in the mounting groove 5.
b. The main body 11a has a locking portion.
The locking portion 11c for fixing the separator was protruded in the direction opposite to the direction 11b. The locking portions 11c are formed by providing three flat plate-shaped ones horizontally at appropriate intervals.
Is provided with a plurality (three in the illustrated example) of locking holes 11d.

【0019】図8は引きセパレータ12を示し、例えばス
チール製の棒材として両端を直角に折り曲げたコ字形に
形成して、この折り曲げ部12a,12bを前記押し出しセ
メント成形板1の係止孔11dと発泡ポリスチレン板2の
係止孔8aとへの係止部とする。
FIG. 8 shows a pull separator 12, which is formed as a steel bar, for example, in a U-shape with both ends bent at right angles, and these bent portions 12a, 12b are formed into locking holes 11d of the extruded cement molding plate 1. And a locking portion to the locking hole 8a of the expanded polystyrene plate 2.

【0020】次にかかる押し出しセメント成形板1によ
る打込み型枠、発泡ポリスチレン板2による打込み型
枠、引きセパレータ12、引きセパレータ用の固定部材11
を用いて建物躯体の壁型枠を組み上げる工法を図9〜図
11、図1について説明する。図9において13は既に施工
されたスラブであり、該スラブ13には下階からの壁鉄筋
14の定着分が突出している。この状態で、まずこれから
施工しようとする壁の壁建込み用のスミ出し15をスラブ
13上に行う。
Next, the stamping mold formed by the extruded cement molded plate 1, the stamping mold formed by the expanded polystyrene plate 2, the pull separator 12, and the fixing member 11 for the pull separator.
Fig. 9 to Fig. 9 show the construction method of assembling the wall formwork of the building frame using
11, FIG. 1 will be described. In FIG. 9, reference numeral 13 denotes a slab which has already been constructed, and the slab 13 has a wall reinforcing bar from the lower floor.
14 fixings protrude. In this state, first, the slab 15 is used for embedding the wall to be constructed in the future.
Perform on 13.

【0021】壁建込み前スミ出し15の後、敷桟木16をス
ミ出し15の位置に合わせてスラブ13に固定する。この場
合、押し出しセメント成形板1による打込み型枠と発泡
ポリスチレン板2による打込み型枠の幅(厚さ)を躯体
壁の幅に加えた寸法が両敷桟木16間の幅となる。
After the siding 15 before the wall is built, the pier 16 is fixed to the slab 13 in accordance with the position of the siding 15. In this case, the width obtained by adding the width (thickness) of the driving form formed by the extruded cement molded plate 1 and the driving form formed by the expanded polystyrene plate 2 to the width of the skeleton wall is the width between the two piers 16.

【0022】次に図10に示すように壁鉄筋14を配筋す
る。この配筋は通常は200 mmのピッチで行われる。
Next, as shown in FIG. 10, a wall reinforcing bar 14 is arranged. This arrangement is usually performed at a pitch of 200 mm.

【0023】一方、押し出しセメント成形板1による打
込み型枠の装着溝5には予め引きセパレータ用の固定部
材11のT字形の係止部11bを挿入して、固定部材11を押
し出しセメント成形板1に固定し、引きセパレータ固定
用の係止部11cを内側に突出させておく。また、発泡ポ
リスチレン板2による打込み型枠の側では、引きセパレ
ータ12の固定部8の係止孔8aに引きセパレータ12の一
方の折り曲げ部12bを差し込んで、引きセパレータ12の
一端を発泡ポリスチレン板2に固定しておく。
On the other hand, a T-shaped locking portion 11b of a fixing member 11 for a pull separator is inserted in advance into the mounting groove 5 of the driving form by the extruded cement molding plate 1, and the fixing member 11 is extruded. , And the locking portion 11c for fixing the pull separator is projected inward. Also, on the side of the punching formwork by the expanded polystyrene plate 2, one bent portion 12b of the pull separator 12 is inserted into the locking hole 8a of the fixing portion 8 of the pull separator 12, and one end of the pull separator 12 is connected to the expanded polystyrene plate 2 Fixed to.

【0024】そして、固定部材11が装着された押し出し
セメント成形板1による打込み型枠を、配筋後、図11に
示すように外壁側に建て込む。このとき、押し出しセメ
ント成形板1による打込み型枠の転倒防止のため控え綱
などによる仮控えをとる。この場合、押し出しセメント
成形板1は、横方向の長さが、発泡ポリスチレン板2に
よる打込み型枠の横幅の長さに等しい長さとなるように
例えば3枚を連続させて建込み、隣接する押し出しセメ
ント成形板1の結合は、該押し出しセメント成形板1の
側端に設けた突条6と溝条7との嵌合による。
Then, a driving form made of the extruded cement molded plate 1 on which the fixing member 11 is mounted is arranged on the outer wall side as shown in FIG. At this time, a temporary stay such as a stay rope is taken to prevent the driven formwork from falling over by the extruded cement molded plate 1. In this case, the extruded cement molded plate 1 is erected, for example, three in succession so that the lateral length is equal to the lateral width of the driving form by the expanded polystyrene plate 2, and the adjacent extruded plate is formed. The connection of the cement molding plate 1 is performed by fitting a ridge 6 and a groove 7 provided on the side end of the extruded cement molding plate 1.

【0025】さらに、図1に示すように引きセパレータ
12の一端が固定された発泡ポリスチレン板2による打込
み型枠を内壁側に建込む。この場合は、横長の発泡ポリ
スチレン板2による打込み型枠を1段建て込んで、既に
建込んである外壁側の押し出しセメント成形板1による
打込み型枠に固定してある固定部材11の係止孔11dにに
引きセパレータ12の他端の折り曲げ部12aを差し込む。
これにより、引きセパレータ12を介して発泡ポリスチレ
ン板2による打込み型枠が押し出しセメント成形板1に
よる打込み型枠に緊結される。
Further, as shown in FIG.
A driving form made of the expanded polystyrene plate 2 to which one end of 12 is fixed is erected on the inner wall side. In this case, a single-staged formwork made of a horizontally long expanded polystyrene plate 2 is erected, and the fixing hole of the fixing member 11 fixed to the already-implanted formwork of the extruded cement molded plate 1 on the outer wall side. The bent portion 12a at the other end of the separator 12 is inserted into 11d.
As a result, the driving form made of the expanded polystyrene plate 2 is tightly connected to the driving form made of the extruded cement molded plate 1 via the pulling separator 12.

【0026】このとき、固定部材11は発泡ポリスチレン
板2による打込み型枠に突設してある固定部8と対向す
る位置に位置させる必要があるが、そのためには装着溝
5に挿入できる平板17を別途用意し、これを装着溝5に
挿入する固定部材11の下方、またはその間に配設して、
固定部材11の上下方向の配設位置を調整する。
At this time, the fixing member 11 needs to be located at a position facing the fixing portion 8 protruding from the driving formwork made of the expanded polystyrene plate 2. For this purpose, a flat plate 17 that can be inserted into the mounting groove 5 is required. Are separately prepared, and are disposed below or between the fixing members 11 to be inserted into the mounting grooves 5,
The position of the fixing member 11 in the vertical direction is adjusted.

【0027】固定部材11の水平方向の位置調整は、複数
設けた装着溝5のうちから固定部8に対向する位置のも
のを適宜選択することで行う。
Adjustment of the horizontal position of the fixing member 11 is performed by appropriately selecting one of the plurality of mounting grooves 5 that faces the fixing portion 8.

【0028】固定部材11の係止部11cは3段設けてある
が、引きセパレータ12をこの3段の係止部11cに設けた
係止孔11dの全てに常時係止する必要はなく、構築され
る壁体の高さに応じて、打設されるコンクリート量によ
り異なる側圧に抵抗できるよう、例えば外壁側の押し出
しセメント成形板1による打込み型枠が3〜4m以上の
場合には3段の全ての係止孔11dを使用して引きセパレ
ータ12の数を増加するが、3m以下の場合は上下の2段
の係止孔11dに引きセパレータ12を係止するだけで側圧
に抵抗できる。
Although the locking portion 11c of the fixing member 11 is provided in three stages, it is not necessary to always lock the pulling separator 12 in all the locking holes 11d provided in the three-stage locking portion 11c. Depending on the height of the wall to be cast, for example, when the form of the extruded cement molding plate 1 on the outer wall side is 3-4 m or more, three steps are required so that different lateral pressures can be resisted depending on the amount of concrete to be poured. Although the number of pulling separators 12 is increased by using all the locking holes 11d, when the length is 3 m or less, lateral pressure can be resisted only by locking the pulling separators 12 into the upper and lower locking holes 11d.

【0029】こうして内壁側に1段建込んだ発泡ポリス
チレン板2による打込み型枠が外壁側の押し出しセメン
ト成形板1による打込み型枠に緊結されたならば、さら
に2段目の発泡ポリスチレン板2による打込み型枠を建
込む。2段目の発泡ポリスチレン板2は、底面に設けて
ある凹溝10が、1段目の発泡ポリスチレン板2の上面に
突出している突起9と嵌合することで上下方向に結合さ
れる。
In this way, if the driving form of the expanded polystyrene plate 2 built on the inner wall side is tightened to the driving form of the extruded cement molded plate 1 on the outer wall side, the foamed polystyrene plate 2 of the second step is used. Build a driving formwork. The second-stage expanded polystyrene plate 2 is vertically joined by fitting the concave groove 10 provided on the bottom surface with the projection 9 projecting from the upper surface of the first-stage expanded polystyrene plate 2.

【0030】なお、前記のような引きセパレータ12を固
定部材11に結合する作業は、内壁側から壁鉄筋14の間の
手を差し込んで行うことになるが、壁鉄筋14は通常200
mmのピッチで配筋されているから、作業の支障にはな
らない。
The work of connecting the pull separator 12 to the fixing member 11 as described above is performed by inserting a hand between the wall reinforcing bars 14 from the inner wall side.
Since they are arranged at a pitch of mm, they do not hinder the work.

【0031】以上のようにして内壁側に発泡ポリスチレ
ン板2による打込み型枠を建込み、引きセパレータ12に
より外壁側に建込んだ押し出しセメント成形板1による
打込み型枠に緊結して壁型枠を組み上げたならば、コン
クリートを打設する。打込み型枠は発泡ポリスチレン板
2と押し出しセメント成形板1で構成され、引きセパレ
ータ12の固定部材11もプラスチック成形材であるから、
打設コンクリートの側圧に耐えうる強度を確保できる。
また、発泡ポリスチレン板2と押し出しセメント成形板
1の下部は外側を敷桟木16で押さえられているから、打
設コンクリートにより発泡ポリスチレン板2と押し出し
セメント成形板1の下部が外方に広がることが阻止され
る。
As described above, the driving form made of the expanded polystyrene plate 2 is erected on the inner wall side, and the pulling separator 12 is tied to the driving form formed by the extruded cement molded plate 1 erected on the outer wall side to form the wall form. Once assembled, cast concrete. The driving form is composed of an expanded polystyrene plate 2 and an extruded cement molded plate 1, and the fixing member 11 of the pull separator 12 is also a plastic molded material.
The strength to withstand the lateral pressure of cast concrete can be secured.
Further, since the lower part of the expanded polystyrene plate 2 and the lower part of the extruded cement molded plate 1 are held down by the pier 16 on the outside, the lower part of the expanded polystyrene plate 2 and the lower part of the extruded cement molded plate 1 may spread outward by casting concrete. Will be blocked.

【0032】そして、コンクリート硬化後は、押し出し
セメント成形板1による打込み型枠がそのまま外壁とな
り、発泡ポリスチレン板2による打込み型枠がそのまま
内壁となり、引きセパレータ12、固定部材11はコンクリ
ート中にそのまま埋設される。よって、型枠解体の必要
がない。
After the concrete is hardened, the formwork of the extruded cement molding plate 1 becomes the outer wall as it is, the formwork of the expanded polystyrene plate 2 forms the inner wall as it is, and the pull separator 12 and the fixing member 11 are buried in the concrete as it is. Is done. Therefore, there is no need to dismantle the formwork.

【0033】なお、前記実施形態では引きセパレータ12
をコ字形に形成して係止孔8a,11dに係止するようにした
が、これに限定されるものではなく、ボルト止めするこ
とも可能である。
In the above embodiment, the pull separator 12 is used.
Is formed in a U-shape to be locked in the locking holes 8a, 11d, but the present invention is not limited to this, and bolting is also possible.

【0034】[0034]

【発明の効果】以上述べたように本発明の型枠は、打込
み型枠としたからコンクリート打設後は、型枠自体がそ
のまま躯体の外壁と内壁となるから、型枠を解体する必
要がなく、また、引きセパレータはコンクリート内に埋
設されるから、従来のような端太材などによる支保工も
不要となる。そして、外壁となる型枠は不燃材で形成
し、内壁となる型枠は断熱材で形成したから、外壁、内
壁としての機能も備え、外壁、内壁としてそのまま使用
しても支障がなく、コンクリート打設後の型枠解体が不
要となって作業性が向上する。
As described above, the formwork of the present invention is a cast-in formwork, and after casting concrete, the formwork itself becomes the outer and inner walls of the skeleton, so it is necessary to dismantle the formwork. In addition, since the draw separator is buried in the concrete, it is not necessary to provide a conventional support with thick ends. And, since the formwork to be the outer wall is made of non-combustible material, and the formwork to be the inner wall is made of heat insulating material, it also has functions as an outer wall and an inner wall. Eliminating the formwork after casting is unnecessary, and the workability is improved.

【0035】さらに、内壁側の型枠を発泡ポリスチレン
板とし、外壁側の型枠を押し出しセメント成形板とする
ことにより、これら自体の強度を利用するとともに、両
者の間に引きセパレータを配して、互いに引き合うよう
にすることで、コンクリート打設時の側圧に耐える。
Furthermore, by using a foamed polystyrene plate as the inner wall-side mold and an extruded cement molded plate as the outer wall-side mold, it is possible to use the strength of these members themselves and to arrange a separator between them. By attracting each other, it withstands lateral pressure during concrete casting.

【0036】また、引きセパレータの固定部材は、装着
溝にそってスライドさせるだけで所定位置に配設できる
から、設置が容易であり、壁鉄筋の間に手を差し込んで
の作業であっても作業性が低下しない。そして、装着溝
は押し出しセメント成形板に設けた突条に形成してある
から、この装着溝の形成によって押し出しセメント成形
板の強度が低下するおそれはない。
Further, since the fixing member of the pull separator can be arranged at a predetermined position simply by sliding along the mounting groove, the installation is easy, and even if the operation is performed by inserting a hand between the wall reinforcing bars. Workability does not decrease. Since the mounting groove is formed in the ridge provided on the extruded cement molded plate, there is no possibility that the strength of the extruded cement molded plate is reduced by the formation of the mounting groove.

【0037】工法としては、型枠工事が躯体の外壁と内
壁の建て込み工事となり、コンクリート打設後、型枠の
解体も不要であるから、作業行程が軽減でき、作業性が
よく工期も短縮できる。
As for the method of construction, the formwork is a work of embedding the outer and inner walls of the skeleton, and it is not necessary to dismantle the formwork after casting concrete, so that the work process can be reduced, the workability is improved, and the work period is shortened. it can.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の型枠および型枠工法の実施の形態を示
す斜視図である。
FIG. 1 is a perspective view showing an embodiment of a formwork and a formwork method of the present invention.

【図2】本発明の型枠の要部である押出しセメント成形
板による打ち込み型枠の平面図である。
FIG. 2 is a plan view of a driving form made of an extruded cement molded plate, which is a main part of the form of the present invention.

【図3】本発明の型枠の要部である発泡ポリスチレン板
による打ち込み型枠の正面図である。
FIG. 3 is a front view of a driving form made of a foamed polystyrene plate, which is a main part of the form of the present invention.

【図4】本発明の型枠の要部である発泡ポリスチレン板
による打ち込み型枠の平面図で
FIG. 4 is a plan view of a driving form made of a foamed polystyrene plate, which is a main part of the form of the present invention.

【図5】本発明の型枠の要部である発泡ポリスチレン板
による打ち込み型枠の底面図である。
FIG. 5 is a bottom view of a driving form made of a foamed polystyrene plate, which is a main part of the form of the present invention.

【図6】本発明の型枠の要部である発泡ポリスチレン板
による打ち込み型枠の側面図である。
FIG. 6 is a side view of a driving form made of a foamed polystyrene plate, which is a main part of the form of the present invention.

【図7】本発明の型枠の要部である引きセパレータ用の
固定部材の斜視図である。
FIG. 7 is a perspective view of a fixing member for a pull separator, which is a main part of the formwork of the present invention.

【図8】本発明の型枠の要部である引きセパレータの斜
視図である。
FIG. 8 is a perspective view of a pull separator, which is a main part of the mold of the present invention.

【図9】本発明の型枠工法の第1工程を斜視図である。FIG. 9 is a perspective view showing a first step of the formwork method of the present invention.

【図10】本発明の型枠工法の第2工程を斜視図であ
る。
FIG. 10 is a perspective view showing a second step of the formwork method of the present invention.

【図11】本発明の型枠工法の第3工程を斜視図であ
る。
FIG. 11 is a perspective view showing a third step of the formwork method of the present invention.

【符号の説明】[Explanation of symbols]

1…押し出しセメント成形板 2…発泡ポリスチレ
ン板 3…溝条 4…突条 5…装着溝 6…突条 7…溝条 8…固定部 8a…係止孔 9…突起 10…凹溝 11…固定部材 11a…本体部 11b…係止部 11c…係止部 11d…係止孔 12…引きセパレータ 12a,12b…折り曲
げ部 13…スラブ 14…壁鉄筋 15…スミ出し 16…敷桟木 17…平板
DESCRIPTION OF SYMBOLS 1 ... Extruded cement molding board 2 ... Foam polystyrene board 3 ... Groove 4 ... Protrusion 5 ... Mounting groove 6 ... Protrusion 7 ... Groove 8 ... Fixing part 8a ... Locking hole 9 ... Protrusion 10 ... Concave groove 11 ... Fixation Member 11a: Main body 11b: Locking portion 11c: Locking portion 11d: Locking hole 12: Pulling separator 12a, 12b: Bending portion 13: Slab 14: Wall reinforcing bar 15: Sumi out 16: Paving board 17: Flat plate

フロントページの続き (72)発明者 押味 至一 神奈川県横浜市中区太田町四丁目51番地 鹿島建設株式会社横浜支店内 (72)発明者 石山 安夫 東京都隅田区菊川二丁目13番9号 株式会 社石山内 (72)発明者 堀尾 泉 東京都港区芝公園一丁目7番13号 昭和電 工建材株式会社内Continuing from the front page (72) Inventor, Juichi Oshimi 4-51, Otacho, Naka-ku, Yokohama-shi, Kanagawa Prefecture, Kashima Construction Co., Ltd. Yokohama Branch (72) Inventor Yasuo Ishiyama 2-9-1, Kikugawa, Sumida-ku, Tokyo Shares Company Ishiyamauchi (72) Inventor Izumi Horio 1-13-13 Shiba Park, Minato-ku, Tokyo Inside Showa Denko Kenzai Co., Ltd.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 型枠側板を打込み型枠とし、躯体外部側
の打込み型枠を外壁として機能する不燃材で構成し、躯
体内部側の打込み型枠を内壁として機能する断熱材で構
成し、躯体外部側と躯体内部側の両打込み型枠を引きセ
パレータで緊結することを特徴する型枠。
1. The form side plate is a driving form, the driving form on the outside of the skeleton is made of a non-combustible material that functions as an outer wall, and the driving form on the inside of the skeleton is made of a heat insulating material that functions as an inner wall, A formwork characterized in that both the driving formwork on the outside of the structure and the inside of the structure are pulled together and connected by a separator.
【請求項2】 躯体外部側の打込み型枠を押し出しセメ
ント成形板で形成し、躯体内部側の打込み型枠を発泡ポ
リスチレン板で形成し、前記発泡ポリスチレン板に引き
セパレータの一端を固定し、前記押し出しセメント成形
板の内側面に引きセパレータの固定部材の装着溝を形成
し、該装着溝に装着した前記固定部材に引きセパレータ
の他端を固定する請求項1記載の型枠。
2. The driving form on the outer side of the skeleton is formed by an extruded cement molded plate, the driving form on the inner side of the skeleton is formed by a foamed polystyrene plate, and one end of a separator is fixed to the expanded polystyrene plate, and 2. The mold according to claim 1, wherein a mounting groove for a fixing member of the pull separator is formed on an inner surface of the extruded cement molded plate, and the other end of the pull separator is fixed to the fixing member mounted in the mounting groove.
【請求項3】 押し出しセメント成形板は、縦長に形成
されて内側面に縦方向の複数の突条と溝条とを交互に設
け、前記突条に引きセパレータの固定部材の装着溝を縦
方向に形成した請求項2記載の型枠。
3. The extruded cement molding plate is formed in a vertically long shape, and a plurality of longitudinally extending ridges and grooves are alternately provided on an inner surface, and the mounting grooves of the fixing member of the separator are pulled in the ridges. The mold according to claim 2, wherein the mold is formed in a form.
【請求項4】 壁筋配筋後、装着溝に引きセパレータの
固定部材をセットした押し出しセメント成形板を躯体外
部側の打込み型枠として複数建て込み、引きセパレータ
の一端を固定した発泡ポリスチレン板を躯体内部側の打
込み型枠として下段から1段ずつ建て込みながら、引き
セパレータの他端を固定部材に固定することを特徴とす
る型枠工法。
4. After arranging the wall reinforcement, a plurality of extruded cement molded plates in which a fixing member of the pull separator is set in the mounting groove are erected as a driving form on the outer side of the skeleton, and an expanded polystyrene plate having one end of the pull separator fixed. A formwork method comprising fixing the other end of a pulling separator to a fixing member while laying one step at a time from the bottom as a driving form inside the skeleton.
JP2000011475A 2000-01-20 2000-01-20 Form and form construction method Pending JP2001200606A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000011475A JP2001200606A (en) 2000-01-20 2000-01-20 Form and form construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000011475A JP2001200606A (en) 2000-01-20 2000-01-20 Form and form construction method

Publications (1)

Publication Number Publication Date
JP2001200606A true JP2001200606A (en) 2001-07-27

Family

ID=18539330

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000011475A Pending JP2001200606A (en) 2000-01-20 2000-01-20 Form and form construction method

Country Status (1)

Country Link
JP (1) JP2001200606A (en)

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