JPS598890A - Mold frame in sash attaching method - Google Patents

Mold frame in sash attaching method

Info

Publication number
JPS598890A
JPS598890A JP11578682A JP11578682A JPS598890A JP S598890 A JPS598890 A JP S598890A JP 11578682 A JP11578682 A JP 11578682A JP 11578682 A JP11578682 A JP 11578682A JP S598890 A JPS598890 A JP S598890A
Authority
JP
Japan
Prior art keywords
formwork
opening
opening frame
concrete
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
Application number
JP11578682A
Other languages
Japanese (ja)
Other versions
JPH0248707B2 (en
Inventor
大野 晃一
小沼 崇郎
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.)
Fujisash Co Ltd
Original Assignee
Fujisash Co Ltd
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 Fujisash Co Ltd filed Critical Fujisash Co Ltd
Priority to JP11578682A priority Critical patent/JPS598890A/en
Publication of JPS598890A publication Critical patent/JPS598890A/en
Publication of JPH0248707B2 publication Critical patent/JPH0248707B2/ja
Granted legal-status Critical Current

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  • 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摩砕に関する。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
的忙ψ1ゾ達成している反面1品質および精度の低下r
きたしている。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to grinding used in the sash tipping method. The sash tipping method has recently been adopted at many construction sites as part of labor-saving efforts, but while it has achieved the objectives of shortening the construction period and saving labor, it has the disadvantage of reducing quality and accuracy by 1.
It's happening.

従来、用いら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、そのりを周に
開口枠を配するものであるだめ、硬化したコンクリート
の開口部から駁伜r抜取るのが困難であり、を伜r変形
させたり。
Conventionally, the formwork used in the sash tip construction method consists of a single formwork for the opening between the inner and outer walls of the building frame, and an opening frame is placed around it. It is difficult to remove and may cause deformation.

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Vであり、金嘱循忰の場合も、−現場限ジで大幅な
補修r要する。そして型枠r外す際にコンクIJ −ト
¥破損し易いという欠点があり、型枠r外すために多大
の時間で消費している。
In cases such as wooden formwork, it is completely destroyed and removed.
The window limit is V, and even in the case of Kinka Circulation, extensive repairs will be required at the site limit. And, when removing the formwork r, there is a drawback that the concrete IJ is easily damaged, and a great deal of time is consumed in removing the formwork r.

これらに対して特願昭!r 7−.397kk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1川口部内周の観形状r備えた外部
型枠と。開口部に備えるサツシの開口枠【支持する内部
型枠とにコンクリ−トW忰が分割され、外部賊忰と内部
型枠が夫々着脱可能に且つ外部暗伜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
先付工法に於けるを忰。」であって、開口部の駁伜r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l員が減少する。又藺が軽量化さ
れて取扱い易くなり、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r分割する位置r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。
Special request for these! r7-. The invention of No. 397KK, ``Formwork in the sash tipping construction method,'' is [an external formwork with an external formwork r on the inner periphery of the mouth part on the outside side of the opening of a concrete building. The opening frame of the sash prepared for the opening [The concrete wall is divided into the supporting internal formwork, and the external formwork and internal formwork are removable, and the concrete is poured separately into the external darkness and internal formwork. This is the case with the Satsushi construction method, which is fastened so that it can be dismantled after installation. Since the mold is divided into the inner and outer parts of the opening and joined together, the mold can be easily dismantled and the amount of concrete broken can be reduced. In addition, the weight of the straw is reduced, making it easier to handle, and deformation and damage to the formwork during disassembly are reduced. Since the internal formwork and external formwork r are separated at the outside surface of the sash opening frame, the internal formwork can be used regardless of the thickness of the concrete.

そして載枠r<ジ返し使用ができる。等のすぐれた効果
r有し、更に上記発明に基いて史に開口部のコンクリー
ト型枠r見込方向に上下竪型伜に分割締結し脱貼忙更に
容易にしたもの吟多数の発明・考案がなされている。
And it is possible to use the mounting frame r<jireshi. Furthermore, based on the above-mentioned invention, there have been many inventions and ideas that have made it easier to remove the adhesive by dividing and fastening the concrete formwork at the opening into upper and lower vertical shapes in the direction of projection. being done.

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よジ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
トを忰は続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r形成するコンクIJ −ト1伜の外側板r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
枠のコンクリート摩砕r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 that is supported by an external scaffold or the like. However, if this was done, the concrete would have to be brought inside, and it would be difficult to support the molds of the floorboards on the upper floor until after that. The work efficiency is not good because the outside plate of the concrete IJ-toe which is formed on the outside of the building is first erected. Therefore, the conventional method of supporting the opening frame by fastening the concrete crusher to the outside plate is accompanied by restrictions on the process.

しかし乍ら1従来列の開口部のコンクリート型枠r室内
側より支持するように用いるのは困難である。即ち、外
側板r基準にして外側板に取付けているため、外側板か
ら片持されているからである。コンクリート型枠の外壁
面γ形成する型枠の外側板は開口部Y蔽っても、倒れは
説明するから例え損傷しても差支は例もないから自在に
コンクリート型枠〒取付けてもよいが、室内側の内側板
は仕上−を地材でコンクIJ −ト型伜〒兼ねるから開
口部忙蔽うことはできない一又損傷させてはならない。
However, it is difficult to use the concrete form r of the opening of one conventional row to support it from the indoor side. That is, since it is attached to the outer plate with respect to the outer plate r, it is cantilevered from the outer plate. Even if the outer plate of the formwork that forms the outer wall surface γ of the concrete formwork covers the opening Y, it will not cause any damage even if it is damaged, so it can be attached to the concrete formwork freely. However, since the inner panel on the indoor side is finished with a base material and serves as a concrete IJ-type, the opening cannot be covered or damaged.

従ってサツシ先付工法に於ける叩ノ伜のAil述した発
明考案のようなコンクリート摩砕忙そのま1室内側に固
定できないという問題点がある。
Therefore, there is a problem in the sash tipping construction method that it is not possible to fix the concrete grinding surface to the inside of the room, as in the invention proposed by Takinori Ail.

そこで開口部の型枠r正確に強固に保持できたとしても
開口枠は内部や伜に嵌め込まれるだめ、見込方向に多少
の組立のための隙間r設けておく必要がある。そこで従
来例では開口枠r固定するため内部側より内部型枠に取
付けたブラケットにサツシ開口枠の固足湊置r設け1サ
ツシ開口忰r外部側へ押圧固定している。かくすると開
口枠位置が外部側基準で定められてしまうということに
なりl コンクリート壁面の外側板、内側板間が極めて
正確でないと開口枠が室内側から出入ジしてしまうとい
うことになる。
Therefore, even if the form r of the opening can be held accurately and firmly, the opening frame cannot be fitted inside or on the outside, so it is necessary to provide some clearance r in the expected direction for assembly. Therefore, in the conventional example, in order to fix the opening frame r, a fixed foot of the sash opening frame r is provided on a bracket attached to the internal formwork from the inside side, and the sash opening frame r is pressed and fixed to the outside side. In this way, the position of the opening frame will be determined based on the outside reference.If the distance between the outside and inside walls of the concrete wall is not extremely accurate, the opening frame will move in and out from the indoor side.

本発明は一列としてサツシ先付工法において用いられる
開口部のコンク!J −トW伜r室内側の内側板に固定
できるように該型枠のサツシr支持する内部型枠r内部
側へ延長して内側板の開口している額縁r当接する端縁
部分に嵌合部r設け、嵌合部に続いてその外側に内側板
への吹付部材r設けたものにおいて更に開口枠の外周に
アンカー兼開口忰保持部材r取付け、開口枠保持部材は
内側板に固定されたものである。
The present invention is a concavity for openings used in the sash tipping method as a single row! J - To W 伜r The sash r of the formwork supports the internal formwork r so that it can be fixed to the inner board on the indoor side, and extends to the inside side and fits into the edge portion that comes into contact with the open frame r of the inner board. In the case where a fitting part r is provided, and a spraying member r is provided to the inner plate on the outside of the fitting part, an anchor and opening holding member r is further attached to the outer periphery of the opening frame, and the opening frame holding member is fixed to the inner plate. It is something that

以下1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 one drawing.

第1図はコンクリ−) ’i?j 9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。第一図は第
1図の開口部/のA−A拡大断面図、第3図は同じ(H
−B拡大断面図である。
Figure 1 is concrete) 'i? It is a front view of one window part seen from the inside side of the building of No. 9 under construction. Figure 1 is an enlarged sectional view of the opening/A-A in Figure 1, and Figure 3 is the same (H
-B is an enlarged sectional view.

内部型枠λけアルミサツシの開口枠3の内外部方向rと
おる最大の矩形体より合板j等の介在物の厚み分子あけ
た方形の剛構造物rなしており、核アルばサツシの開口
枠3に合板s2介して嵌入している嵌合部lは内VAf
i11まで延出されている。コンクリ−) IJ忰r兼
ねて室内側の仕上下地の内側板乙の開口する端17#7
は方形rしており、該端縁7と開口枠3の内部側の面ざ
と外フランジ9間には脱型後額縁が施工して嵌め込まれ
る。・内側材tに当接するようVC取付フランジ//が
嵌合部qの内部側の延長部端にりt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gと内側板乙に合せて締結された断熱材(ulえは合
成樹脂成り品)7.2の端縁7(前述の内側板乙の端縁
7と同−而)に接し、開口枠3と断熱材72間の間隙r
ふさぐ型rなし、且つ、方形に配された端1#、7に嵌
入するように嵌合部材/、?が囲繞して溶着されている
。   ゛ 開口枠3は上枠3−/、竪忰3−コの外周広幅1゛条溝
グ乙にアンカーr兼用した開ロ忰保持部材亭7r嵌入し
ており、下枠3−3の異形条溝47gには条溝両側の係
止凹部にアンカーr兼用した開口枠保持部材tI9が嵌
入している。開口枠保持部材4’?、II?はコ字形の
ベース5/。
The inner formwork λ is a rectangular rigid structure r with an opening frame 3 of the aluminum sash with a thickness molecule of the thickness of the inclusions such as plywood j than the largest rectangular body passing through the inside and outside direction r of the opening frame 3 of the core aluminum sash. The fitting part l fitted through the plywood s2 is inside VAf
It has been extended to i11. Concrete) Opening end 17#7 of the inner board O of the finishing ground on the indoor side which also serves as IJ layer
has a rectangular shape R, and a frame is constructed and fitted between the end edge 7, the inner face of the opening frame 3, and the outer flange 9 after demolding. - A VC mounting flange // is formed as a t flange at the inner extension end of the fitting part q so as to contact the inner material t, and the mounting flange // has a sash inner surface g and an inner plate O over the entire circumference. In contact with the edge 7 (same as the edge 7 of the above-mentioned inner board) of the heat insulating material (the lining is made of synthetic resin) 7.2, which is fastened according to the opening frame 3 and the heat insulating material 72. gap r
Fitting members/, ? are fitted into ends 1#, 7 arranged in a rectangular shape without a closing mold r? is surrounded and welded.゛The opening frame 3 has an opening frame holding member 7r that also serves as an anchor R, and is fitted into the outer circumferential wide 1゛ groove groove B of the upper frame 3-/vertical 3-co, and the irregular shaped groove of the lower frame 3-3. In the groove 47g, opening frame holding members tI9 which also serve as anchors r are fitted into locking recesses on both sides of the groove. Opening frame holding member 4'? , II? is a U-shaped base 5/.

3コに夫々角r斜めにつないだ短い溝形の固定用材に3
.!14のウェブ部分が溶着したもので。
Attach 3 to the short groove-shaped fixing material connected diagonally to each of the 3 pieces.
.. ! 14 web parts are welded together.

固定用材&、、? 、Jlの一方のフランジ部分はコン
クリート中にあジ、f也方のフランジ部分は断熱材/a
から離れる方向に弾撥しており締結部材によジ断熱材/
2に当接しておジ、開ロ忰、?の内fjl11面ざは嵌
合部材/3の外側板10に押し付けられている。
Fixing material &...? , one flange part of Jl is placed in concrete, and the flange part of f side is insulated/a.
The insulation material/
2, open the door and open the door? Of these, the fjl11 surface is pressed against the outer plate 10 of the fitting member/3.

内円(型枠λは端縁7による嵌合部に嵌入して取付フラ
ンジ//’<内側板6に当接し、取付フランジ//1内
側材6.断熱材/J、開ロ忰保持f%相’117,11
9の共通孔r用いてこれらは締結さ、れ、る。断熱材/
λにはスリーブ/lIが嵌め込壕れ、フランジノ/。内
側板6側には内側根基の穴に嵌入する円筒形部分/3r
もち頭が六角形のナツト/6が座金r介して嵌入し、座
金忙介してボルト/ざr開口枠保持部材1%7.4’9
のボルト穴、スリーブ/lに挿入してナツト/6の円筒
形部分/3のめねじにねじ込み、取付フランジ//、内
側板6.断熱材/2.開口枠保持部材4Z7 、149
は締め込まれている。ただし。
Inner circle (the formwork λ is fitted into the fitting part by the edge 7 and comes into contact with the mounting flange //'%phase'117,11
These are fastened using the common hole r of 9. Insulation material/
The sleeve/lI is fitted into the λ, and the flange/. On the inner plate 6 side, there is a cylindrical part /3r that fits into the hole of the inner base.
Insert the nut/6 with a hexagonal head through the washer R, and then attach the bolt/R opening frame holding member 1%7.4'9 through the washer R.
Insert into the bolt hole of the sleeve /l and screw into the female thread of the cylindrical part /3 of the nut /6, the mounting flange //, the inner plate 6. Insulation material/2. Opening frame holding member 4Z7, 149
is tightened. however.

rボルトナツト/6./ざによV締結する。尚。r bolt nut/6. / Zayo V concludes. still.

このサツシ先付工法では内側板6が床上と7S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。
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 7S side wall.

嵌合部lの内周には第1図に示すように嵌合部yの各辺
中央にL型のブラケット/qが溶着され、ブラケット7
9間“にわたって第コ図、第3図に示すように十字梁2
/がボルトナツトコロにより固定される。十字梁、2/
は十字形交叉部分子ボルトにてピン結合もしくは剛に結
合するようにしてもよい。十字梁、2/は内部型枠コτ
剛に保ち、且つ後に説明される外部型枠7弥固に内部暗
忰コに締結するための、ものである。
As shown in FIG. 1, an L-shaped bracket /q is welded to the inner circumference of the fitting part l at the center of each side of the fitting part y, and the bracket 7
As shown in Figure C and Figure 3 for 9 minutes, the cross beam 2
/ is fixed by the bolt and nut rollers. Cross beam, 2/
may be pin-coupled or rigidly coupled using cruciform cross-section molecular bolts. Cross beam, 2/ is internal formwork τ
This is to keep it rigid and to firmly fasten the external formwork 7 to the internal framework, which will be explained later.

内部型枠コは以上のようになっているから内部Hp伜、
2r内側板Aに取付けてから開口枠3r合板5r介して
内部型枠コの嵌合部lに嵌め込んでもよいし、内側根基
の開口部分が′アルミサツシの開口枠3r西過できると
きは予め内部型枠コに開口枠3r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1
0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寸る。
The internal formwork is as shown above, so the internal HP
2r may be attached to the inner plate A and then fitted into the fitting part l of the inner formwork via the opening frame 3r plywood 5r, or if the opening part of the inner base can pass through the opening frame 3r of the aluminum sash, The opening frame 3r may be fitted into the formwork. The opening frame 3 of the aluminum sash is the outer surface 1 of the fitting member/3.
0, the position of the opening frame 3 can be accurately sized in the direction from the inside plate 6 on the indoor side.

外部型枠コ3は前述した開口部/の外部側r形成する方
形の型の外部側端に分解用の開0.24Ziあけ、開0
.247+7)回ジにフランジ、2!ii備え、フラン
ジ、2Sにボルトナツトコロの取付穴r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r介在させて接する仕切材コアが設けられ、仕切
材27は内部駁伜ユに設けた内フランジ、2ffと当接
し。
The external formwork 3 has an opening for disassembly of 0.24Zi and an opening of 0.
.. 247+7) Turn flange, 2! ii, the flange and 2S are provided with mounting holes r for bolts and nuts, and the inner end is provided with a partition material core that contacts the outer surface of the opening frame 3 directly or with a thin plywood or the like (not shown) interposed therebetween. The material 27 is in contact with the inner flange 2ff provided on the inner piston.

仕切材、27.内フランンコざの共1虫ボルト穴を挿通
するボルトナラトコ9により締結される。
Partition material, 27. It is fastened with a bolt 9 inserted through the 1st bolt hole in the inner flank.

外部型枠コ3の仕切材コアの下部は開口枠3の下枠3−
3の網戸レール3コr避けて外部側へ段形に後退して支
壁33r形成し、支壁33と開口枠3の下枠J−3V)
水返し3夕との間の開口部/のヤとなる部分?!l−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、?3に固着したナットクOに支壁3Jのボルト穴に
挿通したポル)JA〒ねじ込むことによジ附加外部型枠
33は外部型枠コ3に固冗されている。
The lower part of the partition core of the external formwork 3 is the lower frame 3- of the opening frame 3.
Avoiding the screen door rail 3r of No. 3, retreat to the outside in a stepped manner to form a support wall 33r, and lower frame J-3V of the support wall 33 and opening frame 3)
The opening between Mizugaeshi and 3 nights? ! l- The attached external formwork 3S provided comes into contact with the support wall 33 and the attached external formwork, ? The external formwork 33 with screws is fixed to the external formwork 3 by screwing the bolts inserted into the bolt holes of the support wall 3J into the nuts O fixed to the bolts 3.

附加外部型枠3!fは外部型枠、23と別個に分割する
ことによジ脱型を容易としているものである。
Additional external formwork 3! f is an external formwork, which is separated from the external formwork 23 to facilitate demolding.

外部壁枠コ3の中にはステー37が配される。A stay 37 is arranged inside the external wall frame 3.

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f)敗付敗外しできる。ステー370他端は
外側板、3q’<取付けるフランジ、23にm清されて
おジ、外部型枠部3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ダ/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3
7に溶接されている。ステー37.補強材り/ハ帯鋼等
で作られるが池の型鋼材によってもよい。
One end of the stay 37 abuts against the cross beam and 2/ and can be removed by tightening the bolt and nut 3g. The other end of the stay 370 is an outer plate, 3q' is a flange to be attached, and a reinforcing material is provided between the members on each side of the rectangular formwork section that will become the concrete mold around the outer periphery of the external formwork section 3. The outer formwork, the outer peripheral material of 23 and the stay 3 are provided at both ends of the reinforcement material.
Welded to 7. Stay 37. Reinforcement material/reinforcement material is made of steel strip, etc., but it may also be made of shaped steel material.

外部型枠、23は図示されないが一般には上を忰、水勾
配r附すように外方へ下る下摩砕、竪型枠が四方組みさ
れ説tl?r容易にする。
Although the external formwork 23 is not shown in the drawings, it is generally constructed of a four-sided structure consisting of a vertical formwork with an upper part and a lower part of the formwork that descends outward to create a water gradient. r make it easier.

このように構成されたこの発明のコンクリート摩砕は既
に■(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根基の開口部からボルトナツ
トココでもって十字梁コ/r@付けた内1’M(1伜コ
r差込み、取付フランジ/15内側板6に当接して開口
枠保持部材4t’7.4’?’r固足しないボルトナツ
ト/A、/1により固定する。次に開口枠3r合板s2
介して内部型枠コの嵌合部ダに差込み開口枠保持部材1
77、’7q¥開ロ忰Jの外周に取付け、固定用材r、
y、sas<ボルトナツト/4./!:にて内側板に固
定する。そして附加外部型枠、?!7りを部摩砕コ3に
合せてボルト3A’zナツト亭Oにねじ込むことにより
結合した外部型枠、2Jの仕切材、27と内部を忰コの
内7ランジコt〒当接されるとステー37と十字梁、2
/も接する。そしてボルトナラ)j9.jJにょジ内部
型枠3と外部型1伜、23が締結される。そして外側板
、??7ボルトナツト、2乙によジ外部型枠部3のフラ
ンジ、2jに敗付ける。筒面(0!ジのための面取り壁
材llコは予め外部摩砕コ3に敗伺けておくのが好都合
である。
The concrete grinding of this invention constructed in this way has already been assembled in parts, but when assembled as a whole, it is possible to use bolts from the opening of the inner base, which is arranged in a fixed manner, to cross the cross beam. ko/r @ Attached inner 1'M (1 to ko r insert, mounting flange/15 Opening frame holding member 4t'7.4'?'r bolts and nuts that are not fixed when in contact with inner plate 6/A, /1 Next, fix the opening frame 3r plywood s2.
Insert the opening frame holding member 1 into the fitting part of the internal formwork through the
77, '7q¥ Attach to the outer periphery of the open bottom J, fixing material r,
y, sas<bolt nut/4. /! : Fix it to the inner board with. And the attached external formwork? ! The outer formwork, partition material 2J, 27 and the inside are connected by aligning the part 7 with the crusher 3 and screwing into the bolt 3A'z nut-tei O. Stay 37 and cross beam, 2
/ also touches. And Borutonara)j9. The inner formwork 3 and the outer molds 1 and 23 are fastened together. And the outer plate? ? Attach 7 bolt nuts to the flange of the external formwork part 3, 2j. It is convenient for the chamfered wall material for the cylindrical surface (0!) to be subjected to the external grinding machine 3 in advance.

コンクリートは竪打込みされる。内側根基に内部型枠部
が固定されていて外部型枠コ3が内部型枠コに固定され
ているから支持は室内側基準であ#)。
Concrete is poured vertically. Since the internal formwork part is fixed to the inner base and the external formwork 3 is fixed to the internal formwork, the support is based on the indoor side.

を伜自身の重量及び開口枠3の電縫は当初内側材感によ
り支持される。内側板6.外側板39間rセパレート1
5のステーボルト(図示されない)で間隔忙おいて結合
する段階では全体として互に支持し合う。
The weight of the machine itself and the electric resistance stitching of the opening frame 3 are initially supported by the inner material. Inner plate 6. Outside plate 39 r separate 1
At the step of connecting with 5 stay bolts (not shown) at intervals, they support each other as a whole.

コンクリート摩砕の分解はボルトナツトコロr抜いて外
側板39’y外し、ポル)JAi外す。
To disassemble concrete grinding, pull out the bolts and nuts, remove the outer plate 39'y, and remove the pole) JAi.

ボルトナットコq、、?t;y外す。そして内g!XU
、枠コが見枠部向に上下竪型枠に分割されている場合は
ボルトナツトコJi取除いて十字梁、27r取外す。内
部型砕コが一体型の場合は十字梁:17は固定したま5
である。そしてナツト/A7ねじ戻して抜く。内部型枠
コ、外部型枠部3は倒れから先に脱型してもよい。内部
型枠コは内部側へ1外部型枠23は外部側へ抜き、最後
に附°加外部馴忰3jtf抜く。ナツト/6の嵌入して
いた内側材感の穴には栓rする。
Bolt nut coq...? Remove t;y. And inner g! XU
If the frame is divided into upper and lower vertical formwork in the direction of the frame, remove the bolts and cross beams 27r. If the internal type crusher is integrated, cross beam: 17 is fixed and 5
It is. Then unscrew the nut/A7 and remove it. The internal formwork part 3 and the external formwork part 3 may be demolded first after they collapse. The internal formwork 23 is pulled out to the inside, and the external formwork 23 is pulled out to the outside.Finally, the attached external formwork 3jtf is pulled out. Plug the hole in the inner material where nut/6 was inserted.

以上のとおジ1本発明はサツシ先付工法に於ける型枠に
於いて型枠に開口枠r嵌入し、開口枠外周Q条溝にアン
カーr兼ねた開口枠保持部材k1人し、該保持部材r室
内側仕上材下地と内側の摩砕を兼ねる内側板に断熱材r
介して締結したから、開口枠が内側板r基準として見込
方向の位置がTまるから開口枠は室内側より見て一足位
置に配される。開口部型枠に壁面摩砕の内側板への取付
部材?設けたから、摩砕取付工事が内側板r先ず立設し
て行うことができる。
In accordance with the above, the present invention relates to a formwork used in the sash tipping method, in which an opening frame r is fitted into the formwork, an opening frame holding member k which also serves as an anchor r is placed in the opening frame outer periphery Q groove, and the opening frame Insulating material r for the interior plate that serves as the base for the interior finishing material and the inner grinding material
Since the opening frame is fastened through the opening frame, the position of the opening frame in the forward direction is T with respect to the inside plate r, so the opening frame is arranged at one foot position when viewed from the indoor side. Attachment member to the inner plate of the wall grinding in the opening formwork? Since it is provided, the grinding installation work can be performed by first standing the inner plate r.

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9.サツシ開口枠r見込方
向の一定位置に配すことができる。そして内側板の開口
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r使つことができる
The inside board is supported by the floor of that floor and the formwork is fixed to the inside board, so the inside board side is the reference point.9. The sash opening frame r can be placed at a fixed position in the expected direction. Since the internal formwork fits into the opening of the inner plate, a constant internal formwork can be used in which the opening frame is placed accurately regardless of the wall thickness.

打設コンクリート圧は内部型枠−の内側板への締結と内
側板の開口部への内部型枠の嵌入により強固に支えられ
る。内部摩砕の嵌合部内周間〒十字梁で結合し、十字梁
を外部型枠に固定したステーと結合したから、内外に分
割した型枠は強固に結付され、りL j)III板重…
、コンクリート打設圧に対してり忰の変形が少い。十字
梁r設けたから、内部駿V?it内側板開口部へ挿入す
る際位置合せに手で持つことができ安全に作業ができる
The pressure of poured concrete is firmly supported by fastening the internal formwork to the inner plate and fitting the internal formwork into the opening of the inner plate. The inner periphery of the fitting part of the internal grinding is connected with a cross beam, and the cross beam is connected to the stay fixed to the external formwork, so the formwork divided into the inside and outside is firmly connected, and the Lj) III plate Heavy…
, there is little deformation of the concrete wall due to concrete placement pressure. Since I installed a cross beam R, is it internal Shun V? When inserting it into the inner plate opening, you can hold it by hand to align the position and work safely.

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

図面は何れも本発明の実施列を示すもので第1図は開口
部の内部側より見る正面図、第2図は第1図(/、1A
−A拡大断面図、第3図は第1図のB−B拡大断面図で
ある。 /・・・・・・開口部 λ・・・・・・内部型枠 3・
・・・・・開口枠 グ・・・・・・嵌合部 S・・・・
・・合板 ル・・・・・・内側板7・・・・・・端縁 
g・・・・・・開口枠の内側面 9・・・・・・外フラ
ンジ IO・・・・・・外側面 //・・・・・・取付
7うンジ /、2・・・・・・断熱材 13・・・・・
・嵌合部材/1・・・・・・スリーブ /j・・・・・
・円°筒形部分 /6・・・・・・ナツト /7・・・
・・・押え板 7g・・・・・・ボルト/q・・・・・
・ブラケット 、2/・・・・・・十字梁 、2コ・・
・・・・ボルトナツト 23・・・・・・外部型枠 、
2q・・・・・・開0.2j・・・・・・7ランジ コ
ロ・・・・・・ボルトナツト コア・・・・・・仕切材
 ユざ・・・・・・内フランジ 、29・・・・・・ボ
ルトナツト 3λ・・・・・・網戸レール 3J・・・
・・・支壁 3ダ・・・・・・水返し 33・・・・・
・附7JI]外部型伜36・・・・・・ボルト 37・
・・・・・ステー 3g・・・・・・ボルトナラ)  
Jq・・・・・・外側板 qo・・・・・・ナットク/
・・・・・・補強材 4’、2・・・・・・面数ジ摩材
 4t6゜pg・・・・・・条溝 4(7,ダ9・・・
・・・開口枠保持部材&/ 、 &、2・・・・・・ベ
ース &、7 、!f’l・・・・・・固定用材。 特許出願人   不二サッシ株式会社 代理人 新井 一部 第1問
The drawings show the implementation of the present invention, and FIG. 1 is a front view seen from the inside of the opening, and FIG. 2 is a front view of the opening.
-A enlarged sectional view; FIG. 3 is an enlarged BB sectional view of FIG. 1; /...Opening λ...Internal formwork 3.
...Opening frame G...Mating part S...
・・Plywood Ru・・・Inside plate 7・・・Edge
g...Inner surface of opening frame 9...Outer flange IO...Outer surface //...Mounting 7 unge /, 2...・Insulation material 13...
・Mating member /1...Sleeve /j...
・Circular cylindrical part /6... Nut /7...
... Holding plate 7g ... Bolt / q ...
・Bracket, 2/...Cross beam, 2 pieces...
...Bolt nut 23...External formwork,
2q...Open 0.2j...7 lange Roller...Bolt nut Core...Partition material Yuza...Inner flange, 29... ...Bolt nut 3λ... Screen door rail 3J...
... Supporting wall 3 da ... Water return 33 ...
・Appendix 7JI] External type ⼜ 36... Bolt 37.
... Stay 3g ... Bolt oak)
Jq・・・Outer plate qo・・・Nuttock/
...Reinforcement material 4', 2...Face number friction material 4t6゜pg...Slot groove 4 (7, da9...
...Opening frame holding member &/ , &, 2...Base &, 7,! f'l...Fixing material. Patent applicant Fujisash Co., Ltd. Agent Arai Part 1 question

Claims (1)

【特許請求の範囲】[Claims] / コンクリート建物の開[コ部の型枠にコンクリート
打設前に係合した開口枠の外周に一方が嵌入係止され、
他方がコンクリート壁の内部側の型枠r兼ねた室内側仕
上下地の内側板に固定されるようになっている開口枠保
持部材r設けたことr特徴とするサツシ先付工法におけ
る摩砕。
/ Opening of concrete building
Grinding in the sash tipping construction method characterized by providing an opening frame holding member r, the other of which is fixed to the inner board of the indoor finishing base which also serves as the formwork r on the inside side of the concrete wall.
JP11578682A 1982-07-04 1982-07-04 Mold frame in sash attaching method Granted JPS598890A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11578682A JPS598890A (en) 1982-07-04 1982-07-04 Mold frame in sash attaching method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11578682A JPS598890A (en) 1982-07-04 1982-07-04 Mold frame in sash attaching method

Publications (2)

Publication Number Publication Date
JPS598890A true JPS598890A (en) 1984-01-18
JPH0248707B2 JPH0248707B2 (en) 1990-10-25

Family

ID=14671027

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11578682A Granted JPS598890A (en) 1982-07-04 1982-07-04 Mold frame in sash attaching method

Country Status (1)

Country Link
JP (1) JPS598890A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0446622U (en) * 1990-08-27 1992-04-21

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50106432A (en) * 1974-01-31 1975-08-21

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50106432A (en) * 1974-01-31 1975-08-21

Also Published As

Publication number Publication date
JPH0248707B2 (en) 1990-10-25

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