JPS598889A - Mold frame in sash attaching method - Google Patents
Mold frame in sash attaching methodInfo
- Publication number
- JPS598889A JPS598889A JP11567582A JP11567582A JPS598889A JP S598889 A JPS598889 A JP S598889A JP 11567582 A JP11567582 A JP 11567582A JP 11567582 A JP11567582 A JP 11567582A JP S598889 A JPS598889 A JP S598889A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- opening
- concrete
- frame
- sash
- 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.)
- Granted
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
この発明はサツシ先付工法に用いる型枠に関する。サツ
シ先付工法は、省力化の一環として最近多くの現場で採
用されてきているが、工期短縮、労働力の節減という目
的をはg達成している反面、品質および精度の低下をき
たしている。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a formwork used in the sash tipping method. The satsushi tip construction method has recently been adopted at many construction sites as part of labor-saving efforts, but while it has achieved the objectives of shortening construction time and saving labor, it has resulted in a decline in quality and accuracy. .
従来、用〜・もれるサツシ先付工法における型枠は建物
躯体の内外壁間開口を一つの型枠で構成し、その外周に
開口枠な配するものであるため、硬化したコンクIJ
−トの開口部から型枠を抜取るのが困難であり、型枠を
変形させたり、木製型枠のような場合は全く破壊して取
除いており、−窓限りであり、金属型枠の場合も、−現
場限りで大幅な11g修を要する。そして型枠を外す際
にコンクIJ −トを破損し易いという欠点があり、型
枠を外すために多大の時間を消費している。Conventionally, the formwork used in the satsushi tipping construction method consists of a single formwork for the opening between the inner and outer walls of the building frame, and the opening frame is placed around the outer periphery of the formwork, so the hardened concrete IJ
- It is difficult to remove the formwork from the opening of the window, and the formwork is deformed, or in the case of wooden formwork, it is completely destroyed and removed. In the case of -, significant 11g modification is required only on-site. Moreover, there is a drawback that the concrete IJ-t is easily damaged when the formwork is removed, and a great deal of time is consumed in removing the formwork.
これらに対して特願昭!r7−.397!;!i号の発
明「サツシ先付工法に於ける型枠」は[コンクリート建
物の開口部の外部側の開[]部内周の型形状を備えた外
部型枠と、開口部に備えるサツシの開口枠を支持する内
部型枠とにコンクリート型枠が分割され、外部型枠と内
部型枠が夫々着脱可能に且つ外部型枠と内部型枠に分け
てコンクリート打設後解体できるように締結されるサツ
シ先付工法に於ける型枠。」であって、開口部の型枠を
内外に分割して結合するようにしたから型の解体が容易
となりコンクリートの破損が減少する。父型が軽量化さ
れて取扱い易くなリ、解体時に於ける型枠の変形、損傷
が減少する。内部型枠と外部型枠を分割する位置をサツ
シ開口枠の外面としたから内部型枠はコンクリートの厚
さに関係なく使用できる。そして型枠をくり返し使用が
できる。等のすぐれた効果を有し、更に上記発明に基い
て更に開口部のコンクリート型枠を見込方向に上下竪型
粋に分割締結し脱型を更に容易にしたもの等多数の発明
・考案がなされている。Special request for these! r7-. 397! ;! Invention No. i, "Formwork in the sash tip construction method," is an external formwork having a mold shape for the inner periphery of the opening on the external side of the opening of a concrete building, and an opening frame for the sash provided at the opening. The concrete formwork is divided into an internal formwork that supports the concrete formwork, and the external formwork and the internal formwork are each removable, and the external formwork and the internal formwork are separated and fastened so that they can be dismantled after concrete pouring. Formwork in advance construction method. Because the formwork for the opening is divided into inner and outer parts and joined together, the mold can be easily dismantled and damage to the concrete is reduced. The mold is lighter and easier to handle, reducing deformation and damage to the mold during disassembly. The internal formwork can be used regardless of the thickness of the concrete because the position where the internal formwork and external formwork are separated is the outside surface of the sash opening frame. And the formwork can be used repeatedly. Furthermore, based on the above-mentioned invention, many inventions and ideas have been made, such as one in which the concrete formwork of the opening is divided and fastened vertically vertically in the direction of projection to further facilitate demolding. ing.
然し乍ら、上述した各発明・考案では開口部のコンクリ
ート型枠は先ず外部の足場等により支持される外側板に
締結して組立てられる。処がこのようにするとコンクリ
ート型枠は総て内部側へ持込まねばならず上階の床盤の
型等はその後でないと支持が困難である。そして先に建
物の外側を形成するコンクリート型枠の外側板を立設す
るため作業性がよくない。従って従来の外側板に開口枠
のコンクリート型枠を締結して支持される方法では工程
に制約が伴う。However, in each of the above-mentioned inventions and ideas, the concrete formwork for the opening is first assembled by fastening it to an outer plate supported by external scaffolding or the like. However, if this is done, all of the concrete formwork must be brought inside, and it will be difficult to support the molds for the floorboards on the upper floor until after that. The work efficiency is not good because the outer plates of the concrete formwork that forms the outside of the building are first erected. Therefore, the conventional method of supporting the concrete formwork of the open frame by fastening it to the outside plate is accompanied by restrictions on the process.
しかし乍ら、従来例の開口部のコンクリート型枠を室内
側より支持するように用いるのは困難である。即−1外
側板を基準にして外側板に外側板は開口部を蔽っても、
何れは脱型するから例え損傷しでも差支は何もないから
自在にコンクリート型枠を取付けてもよいが、室内側の
内側板は仕上下地材でコンクリート型枠を兼ねるから開
口部を蔽うことはできない。又11偏させてはならない
。従ってサツシ先付工法に於ける型枠の前述した発明考
案のようにコンクリート型枠をそのまま室内側に固定で
きないという問題点がある。However, it is difficult to use the conventional concrete formwork for the opening to support it from the indoor side. Immediately -1 Even if the outer plate covers the opening,
Since the mold will be removed eventually, there is no problem even if it gets damaged, so you can attach the concrete formwork as you like, but the inner board on the indoor side is a finishing base material that also serves as the concrete formwork, so cover the opening. I can't. Also, do not make it biased. Therefore, there is a problem in that the concrete formwork cannot be directly fixed to the indoor side as in the above-mentioned invention of the formwork in the sash tipping method.
本発明は一例としてサツシ先付工法に於いて用いられる
開口部のコンクリート型枠を室内側の内側板に固定でき
るように該型枠のサツシを支持する内部型枠を内部側へ
延長して内側板の開口している額縁を当接する端縁部分
に嵌合部を設け、嵌合部に続いてその外側に内側板への
取付部材を設けたものである。As an example of the present invention, the internal formwork supporting the sash of the formwork is extended inward so that the concrete formwork of the opening used in the sash tipping method can be fixed to the inner board on the indoor side. A fitting portion is provided at the edge portion of the plate that abuts the open frame, and a mounting member for attaching to the inner plate is provided on the outside of the fitting portion.
以下、図面に従って本発明の実施例について説明する。Embodiments of the present invention will be described below with reference to the drawings.
第1図はコンクリート造りの建物の建築中の内部側より
見る一つの窓部の正面図である。第2図は第1図の開口
部/のA−A拡大断面図、第3図は同じ<B−B拡大断
面図である。Figure 1 is a front view of one window section of a concrete building as seen from the inside of the building under construction. FIG. 2 is an enlarged sectional view taken along the line AA of the opening shown in FIG. 1, and FIG. 3 is an enlarged sectional view taken along the line BB.
内部型枠−2はアルミサツシの開口枠3の内外部方向を
とおる最大の矩形体より合板5等の介在物の厚み分をあ
けた方形の剛構造物をなしており、該アルミサツシの開
口枠Jに合板5を介して嵌入している嵌合部lは内部側
まで延出されである。コンクリート型枠な兼ねて室内側
の仕上下地の内側板乙の開口する端縁7は方形をしてお
り、該端縁7と開口枠3の内部側の而gと外フランジ9
間には脱型后額縁が施工して嵌め込まれる。内側板6に
当接するように取付7ランジ//が嵌合部りの内部側の
延長部端に外フランジとして形成され、取付フランジ/
/には全周にわたってサツシ内側面tと内側板6に合せ
て締結された断熱材(例えば合成樹脂成型品)7.2の
端縁7(前述の内側板乙の端縁7と同一面)に接し、開
口枠Jと断熱材7.2間の間隙をふさぐ型をなし、且つ
、方形に配された端縁7に嵌入するように嵌合部材/J
が囲繞して溶着されている。The internal formwork-2 is a rectangular rigid structure that is spaced apart by the thickness of the inclusions such as plywood 5 from the largest rectangular body that passes through the inside and outside directions of the opening frame 3 of the aluminum sash. A fitting part l fitted into the plywood 5 through the plywood 5 extends to the inside. The opening edge 7 of the inner board of the finishing ground on the indoor side, which also serves as a concrete formwork, is square, and the edge 7, the inner side of the opening frame 3, and the outer flange 9
After removing the mold, a picture frame is constructed and fitted in between. A mounting 7 flange // is formed as an outer flange at the inner extension end of the fitting part so as to abut against the inner plate 6, and the mounting flange
/ has an edge 7 of a heat insulating material (for example, a synthetic resin molded product) 7.2 (same surface as the edge 7 of the above-mentioned inner plate O), which is fastened along the entire circumference to the inside surface t of the sash and the inner plate 6. The fitting member /J is in contact with the opening frame J and has a shape that closes the gap between the opening frame J and the heat insulating material 7.2, and is fitted into the edge 7 arranged in a square shape.
is surrounded and welded.
内部型枠コは端縁7による嵌合部に嵌入して取付7ラン
ジ//を内側板6に当接し、取付フランジ//、内側板
6、断熱材/コの共通孔を用いてこれらは締結される。The internal formwork is fitted into the fitting part formed by the edge 7, and the mounting flange // is brought into contact with the inner plate 6, and these are connected using the common holes of the mounting flange //, the inner plate 6, and the insulation material /. It is concluded.
断熱材7.2にはスリーブ/yが低め込まれ、7ランジ
//、内仙]板6側には内側板乙の穴に嵌入する円筒形
部分/!をもち頭が六角形のナツト/6が座金な介して
嵌入し、断熱材/2に押え板/71g当ててボルト/ざ
をスリーブ/llに挿入してナツト/Aの円筒形部分/
Sのめねじにねじ込み、取付フランジ//、内側板6、
断熱材/コは締め込まれている。尚、このサツシ先付工
法では内側板6が床上と対面壁間との間のステー等の架
構により先ず支持されているものである。The insulation material 7.2 has a sleeve /y recessed into it, and a cylindrical part that fits into the hole in the inner plate 6 on the plate 6 side /! Insert the hexagonal head nut /6 through the washer, apply the holding plate /71g to the insulation material /2, insert the bolt / groove into the sleeve /ll, and tighten the nut /A's cylindrical part /
Screw into S female thread, mounting flange //, inner plate 6,
The insulation material/co is tightened. In this sash tip construction method, the inner board 6 is first supported by a frame such as a stay between the floor and the facing wall.
嵌合部グの内周には第1図に示すように峡合部りの各辺
中央にL型のブラケット/qが溶着され、プラタン)/
q間にわたって第一図、第3図に示すように十字梁ユ/
がボルトナツト:1.2により固定される。十字梁コ/
は十字形交□叉部分をボルトにてビン結合もしくは剛に
結合するようにしてもよ〜・。十字梁コ/は内部型枠コ
を剛に保ち、且つ後に説明される外部型枠を強固に内部
型枠コに締結するためのものである。As shown in Fig. 1, L-shaped brackets /q are welded to the inner circumference of the fitting part at the center of each side of the connecting part.
As shown in Figures 1 and 3, the cross beam y/
is fixed by bolt/nut: 1.2. Cross beam/
Alternatively, the cruciform intersecting parts may be connected by bolts or rigidly. The cross beams are for keeping the internal formwork rigid and for firmly fastening the external formwork, which will be explained later, to the internal formwork.
内部型枠コは以上のようになっているから内部型枠コを
内側板乙に取付けてから開口枠3を合板左を介して内部
型枠コの嵌合部弘に嵌め込んでもよいし、内側板乙の開
口部分がアルミサツシの開口枠3を通過できるときは予
め内部型枠−に開口枠3を嵌め込んでおいてもよい。ア
ルミサツシの開口枠3は嵌合部材/3の外側面10に当
接するから開口枠3の位置は室内側の内側板6から見込
方向に正確に寸法が定まる。Since the internal formwork is as described above, you can attach the internal formwork to the inner board B and then fit the opening frame 3 into the fitting part of the internal formwork through the left side of the plywood. When the opening part of the inner plate B can pass through the opening frame 3 of the aluminum sash, the opening frame 3 may be fitted into the internal formwork in advance. Since the opening frame 3 of the aluminum sash abuts against the outer surface 10 of the fitting member/3, the position of the opening frame 3 is precisely sized in the direction from the inner panel 6 on the indoor side.
外部型枠、23は前述した開口部/の外部側を形成する
方形の型の外部側端に分解用の開0.241をあけ、開
口−241の回りに7ランジコSを備え、フランジ、2
Sにボルトナツト、2乙の取付穴をあけてあり、内部側
端は開口枠3の外側面と直接又は図示されないが薄合板
等を介在させて接する仕切材、27が設けられ、仕切材
コアは内部型枠−に設けた内フランジ、2gと当接し、
仕切材、27、内フランジj[の共通ボルト穴を挿通す
るボルトナツト、29により締結される。The external formwork 23 has an opening 0.241 for disassembly at the external end of the rectangular mold forming the external side of the opening 241, and is equipped with 7 lunges S around the opening 241, and the flange 2
Bolt nuts and 2 mounting holes are drilled in S, and a partition material 27 is provided at the inner end to be in contact with the outer surface of the opening frame 3 either directly or with a thin plywood or the like interposed (not shown), and the partition material core is It comes into contact with the inner flange, 2g, provided on the inner formwork,
The partition member 27 is fastened with bolt nuts 29 that pass through common bolt holes in the inner flange j[.
外部型枠ユ3の仕切材、27の下部は開[]枠3の下枠
3/の網戸レール32を避けて外部側へ段形に後退して
支壁33を形成し、支壁33と開口枠3の下枠3/の水
返しJ4(との間の開口部/の型となる部分を備えた附
加外部型枠3Sが支壁33に当接して附加外部型枠33
に固着したナツトtl−Oに支壁33のボルト穴を挿通
したボルト34をねじ込むことにより附加外部型枠3S
は外部型枠23に固定されている。附加外部型枠3Sは
外部型枠、23と別個に分割することにより脱型を°容
易としているものである。The lower part of the partitioning material 27 of the external formwork unit 3 is open [ ] and retreats in a stepped manner to the outside, avoiding the screen door rail 32 of the lower frame 3 / of the frame 3 to form a supporting wall 33 . The additional external formwork 3S, which has a part that will become the mold for the opening between the water return J4 (between the lower frame 3/ of the opening frame 3) comes into contact with the support wall 33, and the additional external formwork 33
By screwing the bolt 34 inserted into the bolt hole of the support wall 33 into the nut tl-O fixed to the attached external formwork 3S.
is fixed to the external formwork 23. The additional external formwork 3S is separated from the external formwork 23 to facilitate demolding.
外部型°枠部Jの中にはステー37が配される。A stay 37 is arranged inside the external mold frame part J.
ステー37は一端が十字梁2/に当接してボルトナツト
3gにより取付取外しできる。ステー37の他端は外側
板3qを取付けるフランジ、2左に溶着されており、外
部型枠、23の外周のコンクリート型となる方形型枠部
の各辺の部材との間に補強材q/が配され、補強材り/
の両端は夫々外部型枠23の外周材とステー37に溶接
されている。ステー37、補強材グ/は帯鋼等で作られ
るが他の型鋼材によってもよい。One end of the stay 37 abuts against the cross beam 2/ and can be attached or detached using bolts and nuts 3g. The other end of the stay 37 is a flange for attaching the outer plate 3q, and is welded to the left side of the flange 2, and reinforcing material q/ is arranged, and reinforcement material /
Both ends are welded to the outer peripheral material of the external formwork 23 and the stay 37, respectively. The stay 37 and the reinforcing material are made of band steel or the like, but may be made of other shaped steel materials.
外部型枠23は図示されないが一般には上型枠、水勾配
を附すように外方ヘトるf型枠、竪型枠が四方組みされ
脱型を容易にする。Although the external formwork 23 is not shown, generally, an upper formwork, an F formwork that extends outward to provide a water gradient, and a vertical formwork are assembled in four directions to facilitate demolding.
このように構成されたこの発明のコンクリート型枠は既
に部分的に組立がのべられているが全体としてのべると
固定して配置された内側板乙の開口部からボルトナツト
、2−でもって十字梁2/を取付けた内部型枠、2を差
込み、取付7ランジ//す内側板6に当接してボルトナ
ツト/6,1gにより固定する。次に開口枠3を合板S
を介して内部型枠コの嵌合部qに差込む。The concrete formwork of the present invention constructed in this manner has already been partially assembled, but when it is assembled as a whole, bolts and nuts are inserted into the cross beams from the openings of the inner plate A, which is fixedly arranged. Insert 2 into the internal formwork with 2/ attached, abut against the mounting 7 lange//inner plate 6, and fix with bolts/nuts/6, 1g. Next, the opening frame 3 is made of plywood S
Insert it into the fitting part q of the internal formwork via.
そして附加外部型枠3Sを外部型枠コ3に合せてボルト
3Aをナットグθにねじ込むことにより結合した外部型
枠、23の仕切材、27と内部型枠コの内7ランジ、2
gを当接させるとステー37と十字梁2/も接−(る。Then, the additional external formwork 3S is fitted to the external formwork 3, and the external formwork is connected by screwing the bolt 3A into the nut θ, the partition material 23, 27, and the 7 langes of the internal formwork 2,
When g is brought into contact with each other, the stay 37 and the cross beam 2/ are also brought into contact.
そしてボルトナツト29..3gにより内部型枠3と外
部型枠2Jが締結される。そして外側板3qをボルトナ
ツト2乙により外部型枠、2Jのフランジコ左に取付け
る。内面取りのため而取り型材47.2は予め外部型枠
コ3に取付けておくのが好都合である。And Bolt Nut 29. .. 3g, the inner formwork 3 and the outer formwork 2J are fastened together. Then, attach the outer plate 3q to the left side of the outer formwork and flange 2J using bolts and nuts 2B. It is expedient to attach the cut-out profile 47.2 to the external formwork 3 beforehand for the internal cut.
コンクリートは竪打込みされる。内側板乙に内部型枠コ
が固定されていて外部型枠23が内部型枠−に固定され
ているから支持は室内側基準であり、型枠自身の重重及
び開口枠3の取1は当初内側板乙により支持される。内
側板6、外側板39間?セパレート型のステーボルト(
図示されない)で間隔をおいて結合する段階では全体と
して互に支持し合う。Concrete is poured vertically. Since the internal formwork 23 is fixed to the internal formwork 2 and the internal formwork 23 is fixed to the internal formwork 2, the support is based on the indoor side, and the weight of the formwork itself and the opening frame 3 are initially It is supported by the inner plate O. Between inner board 6 and outer board 39? Separate stay bolt (
At the step of joining at intervals (not shown), they support each other as a whole.
コンクリート型枠の分解はボルトナツト、26を抜いて
外側板3qを外し、ボルト36を外す。To disassemble the concrete formwork, remove the bolts and nuts 26, remove the outer plate 3q, and remove the bolts 36.
ボルトナラトコ9,3gを外す。そして内部型伜コが見
込方向に上下竪型枠に分割されている場合はボルトナラ
)、2.2を取除いて十字梁、2ノを取外す。内部型枠
コが一体型の場合は十字梁、2/は固定したま〜である
。そしてナツト/6をねじ戻して抜(。内部型枠コ、外
部型枠、2.?は何れから先に脱型してもよい。内部型
枠コは内部側へ、外部型枠コ3は外部側へ抜き、最后に
附加外部型枠3Sを抜く。ナツト/Aの嵌入していた内
側板乙の穴には栓をする。Remove Bolt Naratoko 9.3g. Then, if the internal mold is divided into upper and lower vertical formwork in the direction of projection, remove the bolts (2.2) and the cross beam (2.2). If the internal formwork is integral, it is a cross beam, and 2/ is a fixed beam. Then, unscrew the nut/6 and remove it. Pull it out to the outside, and finally remove the attached external formwork 3S.Plug the hole in the inner plate O into which the nut/A was inserted.
第9図、第5図は本発明の他の実施例を示すもので第1
図は第1図のA−A拡大断面図、第S図は第1図のB−
13拡大断面図である。最初の実施例と異る部分のみの
べる。内部型枠−の嵌合部ダは内側板乙の内面と同一面
まで延出しないで端縁7に向って屈折させて回り縁材1
I41を形成する。モして端縁7、端縁7に続く内側板
乙の内面、開口枠3の内側面gに接し、内部型枠−を囲
繞する7ランジ//1、嵌合部材/31、型材部となる
外側面10’を備える取付型鋼材グSと回り縁材1It
Iと互に端部を相手部材に溶接しである。以上のほかは
第1の実施例と同じである。FIG. 9 and FIG. 5 show other embodiments of the present invention.
The figure is an enlarged sectional view taken along line A-A in Figure 1, and Figure S is an enlarged cross-sectional view taken along line B-A in Figure 1.
13 is an enlarged sectional view. Only the parts that are different from the first embodiment will be described. The fitting part of the inner formwork does not extend to the same plane as the inner surface of the inner plate B, but is bent toward the edge 7 to form the surrounding edge material 1.
Form I41. The end edge 7, the inner surface of the inner plate B following the edge 7, the 7 lange //1 that touches the inner surface g of the opening frame 3 and surrounds the inner formwork, the fitting member /31, the mold material part. A mounting type steel material S having an outer surface 10' and a surrounding edge material 1It
The ends of I and I are welded to the mating member. Other than the above, this embodiment is the same as the first embodiment.
り上のと16す、本発明はナラシ先付工法((用いる開
[」部の型枠の内側板への取付部材を設けたから、型外
取付工事が内側板を先ず立設して行うことがCぎる。内
側板はその階の床に支持され内側板に型枠が固定される
から、内側板側が基準となり、サツシ開口枠が見込方向
の一定位+i、に配することができろ。そして内側板の
間L」部に内部型枠が嵌入するから開口枠が正確に配さ
れる。内部型枠は壁厚に関係なく一定のものを使うこと
ができろう打設コンクリート圧は内部型枠コの内側板へ
の締結と内Iflll板の開口部への内部型枠の嵌入に
より強固に支えられている。内部型枠の嵌合部内周間を
十字梁で結合し、十字梁を外部型枠に固定しtこステー
と結合したから、内外に分割した型枠は強固に結合され
、外側板7h−t、コンクリート打設圧に対して型枠の
変形が少い。十字梁を設けたから、内部型枠を内側板開
口部へ挿入する際位置合せに手で持つことかでき安全に
作業ができる。16, the present invention is based on the Narashi tipping construction method ((Since a mounting member is provided for the inner plate of the open part of the formwork to be used, the installation work outside the mold can be carried out by first standing the inner plate. Since the inner board is supported on the floor of that floor and the formwork is fixed to the inner board, the inner board side becomes the reference and the sash opening frame can be placed at a certain position +i in the expected direction. Since the internal formwork fits into the "L" part between the inner plates, the opening frame can be placed accurately.The internal formwork can be constant regardless of the wall thickness. It is firmly supported by fastening to the inner plate and fitting the inner formwork into the opening of the inner ifllll plate.The inner periphery of the fitting part of the inner formwork is connected with a cross beam, and the cross beam is connected to the outer formwork. Since it is fixed to the top and connected to the stay, the formwork divided into the inside and outside is firmly connected, and there is little deformation of the formwork against the outside plate 7h-t and concrete pouring pressure.Since the cross beam was provided, When inserting the inner formwork into the opening of the inner plate, it can be held by hand for positioning, allowing safe work.
図面は何れも本発明の実施例を示すもので第1図は開口
部の内部側より見る正面図、第4図は第1図のA−A拡
大断面図、第3図は第1図の13−B拡大断面図、第9
図、第3図は本発明の他の実施例を示すもので第9図は
第1図のA−A拡大断面図、第5図は第1図のB−B拡
大断面図である。
/・・開口部 a・・内部型枠 3・・開口枠 q・・
嵌合部 5・・合板 6・・内側板7・・端縁 g・・
開口枠の内11111而 9・・外フランジ 10・0
外側面 //・・取付フランジ /ユ・・断熱材 /3
・・嵌合部利/4/・・スリーブ /S・・円筒形部分
/6・・ナツト /7・・押え板 it・・ボルトナ
ツト・ブラケット コ/自・十字梁 、2−@・ボルト
ナラ) 、2.7@・外部型枠 、24’・・laC
] 2j−・フランジ 、26ψ・ボルトナツト 2
7・尋仕切材 コg・・内フランジ、2q−・ボルトナ
ツト 3/・・開[」枠のF枠、7.1−・・網戸レー
ル 、3J−中支壁 347・・水返し 3k・・附加
外部)(す枠 3乙・・ボルト 37φ・ステー 、3
g−・ボルトナツト39・・外側板 グO・・ナツトI
I/・・補強材 クス・・面取り型材 qぐ・・回り縁
材tlS・・取付型@利。
特許出願人 不二サッシ株式会社The drawings all show embodiments of the present invention, and FIG. 1 is a front view seen from the inside of the opening, FIG. 4 is an enlarged sectional view taken along line A-A in FIG. 1, and FIG. 13-B enlarged sectional view, No. 9
3 show another embodiment of the present invention, FIG. 9 is an enlarged sectional view taken along the line AA in FIG. 1, and FIG. 5 is an enlarged sectional view taken along the line BB in FIG. 1. /... Opening a... Internal formwork 3... Opening frame q...
Fitting part 5...Plywood 6...Inner plate 7...Edge g...
Inner opening frame 11111 9... Outer flange 10.0
Outer surface //... Mounting flange / Yu... Insulation material /3
・・Mating part /4/・・Sleeve /S・・Cylindrical part /6・・Nut /7・・Press plate it・・Bolt nut/bracket KO/self・cross beam, 2−@・bolt nut), 2.7@・External formwork, 24'...laC
] 2j-・flange, 26ψ・bolt nut 2
7. Partition material Cog...Inner flange, 2q--Bolt nut 3/...F frame of open ['' frame, 7.1-...Screen door rail, 3J-Middle support wall 347...Water return 3k... (Additional external) (Frame 3 B...Bolt 37φ・Stay, 3
g-・Bolt nut 39・・Outside plate G・・・Nut I
I/... Reinforcement material, Chamfered material, qg... Surrounding edge material, tlS... Mounting type@ri. Patent applicant Fujisash Co., Ltd.
Claims (1)
内部側のアルミサツシ開口枠を支持する部分が内部側へ
延出されてその延出部分にコンクリート型枠を兼ねた内
部側仕上下地材の内側板への取付部材を備えたことを特
徴とするサツシ先付工法に於ける型枠。1. The part that supports the aluminum sash opening frame on the inside side of the concrete formwork for the opening of a concrete building is extended inward, and the extended part is attached to the inside plate of the internal finishing base material that also serves as the concrete formwork. A formwork for use in the sash tipping construction method, characterized by being equipped with a mounting member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11567582A JPS598889A (en) | 1982-07-03 | 1982-07-03 | Mold frame in sash attaching method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11567582A JPS598889A (en) | 1982-07-03 | 1982-07-03 | Mold frame in sash attaching method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS598889A true JPS598889A (en) | 1984-01-18 |
| JPH0248706B2 JPH0248706B2 (en) | 1990-10-25 |
Family
ID=14668501
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11567582A Granted JPS598889A (en) | 1982-07-03 | 1982-07-03 | Mold frame in sash attaching method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS598889A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50106432A (en) * | 1974-01-31 | 1975-08-21 | ||
| JPS51139948U (en) * | 1975-05-02 | 1976-11-11 |
-
1982
- 1982-07-03 JP JP11567582A patent/JPS598889A/en active Granted
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50106432A (en) * | 1974-01-31 | 1975-08-21 | ||
| JPS51139948U (en) * | 1975-05-02 | 1976-11-11 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0248706B2 (en) | 1990-10-25 |
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