JPS59485A - Fixing of sash in sash pre-attaching method - Google Patents
Fixing of sash in sash pre-attaching methodInfo
- Publication number
- JPS59485A JPS59485A JP10873982A JP10873982A JPS59485A JP S59485 A JPS59485 A JP S59485A JP 10873982 A JP10873982 A JP 10873982A JP 10873982 A JP10873982 A JP 10873982A JP S59485 A JPS59485 A JP S59485A
- Authority
- JP
- Japan
- Prior art keywords
- frame
- sash
- formwork
- opening
- upper frame
- 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
- Door And Window Frames Mounted To Openings (AREA)
- 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サツシの固定方法に
関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for fixing a sash used in a sash tip attachment method.
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
う目的をはゾ達成している反面、品質および精度の低下
をきたしている。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 goals of shortening construction times and saving labor, it has resulted in a decline in quality and accuracy. .
第1図はコンクリート造りの建物の建築中の外部側より
見る正面図である。第2図は第1図<B−B拡大断面図
である。Figure 1 is a front view of a concrete building under construction as seen from the outside. FIG. 2 is an enlarged sectional view taken along the line B--B in FIG. 1.
外側板コは厚板合板でできており、建屋のコンクIJ
−ト外壁を形成する型になるもので、図示されないが、
コンクリート型枠支持部材として構成された足場と共に
支持されている。外側板−には外部型枠3が釘又はボル
トナラ)/(7にて固定されている。第3図のC−C断
面図の第4図に示すように外部型枠3は開口部lの外部
側の形状の型となるように開口内の上横が水平、垂直に
そして下が外部側に向って水勾配ができるように作られ
ている。外部型枠3には内部型枠qが嵌入している。そ
して内部型枠ダの外部には四方組みされて組立てられた
開口枠5に合板等を上枠6、竪枠り、すとの間に介在さ
せて嵌め込まれている。The outer board is made of thick plywood, and is made of concrete IJ of the building.
- A mold for forming the outer wall, although not shown,
It is supported together with a scaffold configured as a concrete formwork support member. An external formwork 3 is fixed to the outside plate with nails or bolts (7).As shown in Fig. 4 of the CC sectional view of Fig. 3, the external formwork 3 In order to form a mold with the shape of the outside, the opening is made so that the water slopes horizontally and vertically at the top and sides, and at the bottom toward the outside.The outside form 3 has an internal form q. On the outside of the internal formwork, plywood or the like is inserted between the upper frame 6, the vertical frame, and the frame, and is fitted into the opening frame 5, which is assembled in a four-sided manner.
外部型廊3は前述した開口部lの外部側を形成する方形
の型の外部側端に組立分解用の開ロデを備える取はフラ
ンジ/lを備え、取付フランジ/lにボルトナツトto
の取付穴をあけて薄合板等を介在させて接する仕切材l
コが設けられ、仕切材lコには内部側に向っておす形の
嵌合部t3を備える。以上のほか外部型枠3内には図示
されないが補強リブが附される。そして外1部型枠3は
一般には上枠3−/、下枠3−コ、竪枠J−,?に分割
され四隅もしくは四隅近傍で組立分解可能とする(詳細
は図示されない)。The external mold gallery 3 has a flange /l with an opening rod for assembly and disassembly at the outside end of the square mold forming the outside side of the opening l, and the mounting flange /l has bolts and nuts.
Partition material L that is connected by drilling mounting holes and interposing thin plywood, etc.
The partition member 1 is provided with a fitting portion t3 that is downward facing toward the inside. In addition to the above, reinforcing ribs (not shown) are provided inside the external formwork 3. The outer formwork 3 is generally an upper frame 3-/, a lower frame 3-ko, a vertical frame J-, ? It can be assembled and disassembled at or near the four corners (details are not shown).
内部型枠ダは開口枠Sの内外部方向をとおる最大の矩形
体より前述した合板等の介在物の厚み、及び下枠taと
は若干の隙間をあけ゛もしくは下枠/4<との間にも合
板等の介在物を挿入した方形の剛構造物をなしており、
外部型枠3の仕切材lコと間隙をおいた位置に端板lS
を設け、端板isに内部側に向って外部型枠3の嵌合部
13の外部に嵌入するめす形の嵌合部16を設け、嵌合
部/、?、/6を貫通するボルト穴を挿通する締結用の
ボルトナツト17により外部型枠3と内部型枠ダが固定
されている(第S図)。The internal formwork DA should be set so that there is a thickness of the inclusions such as plywood mentioned above from the largest rectangular body that passes through the inside and outside directions of the opening frame S, and a slight gap between the bottom frame ta and the bottom frame /4. It is also a rectangular rigid structure with inserts such as plywood inserted.
An end plate lS is placed at a position with a gap from the partition material l of the external formwork 3.
A female-shaped fitting part 16 is provided on the end plate is toward the inside to fit into the outside of the fitting part 13 of the external formwork 3, and the fitting part /, ? The outer formwork 3 and the inner formwork DA are fixed by fastening bolts and nuts 17 inserted through bolt holes penetrating through the holes 3 and 6 (Fig. S).
内部型枠グの内部側には内フランジtざが設けられてお
り、内7ランジlざの中心部は組立分解用の開口19と
なっている。An inner flange t is provided on the inside side of the inner formwork flange, and an opening 19 for assembly and disassembly is provided at the center of the inner flange t.
開口部lの内部側は一例として木額縁コlが配せられ、
内部仕上材の下地の内側板ココ、その内側に断熱材コ3
が配せられる。そして木額縁コlの内周と開口枠jの内
部側内周には方形に木額縁損傷防止のため合板コメが当
接して配せられる(木額縁コl、内側板−一、断熱材コ
3、木額縁損傷防止合板コ参の支持方法は後述)。For example, a wooden picture frame is placed inside the opening l,
The inner board of the base of the internal finishing material is here, and the insulation material is on the inside of it.
will be arranged. Then, plywood pieces are placed in a rectangular shape on the inner periphery of the wooden picture frame 1 and on the inner periphery of the opening frame j in order to prevent damage to the wooden picture frame 1 (wooden picture frame 1, inner board 1, and insulation material 1). 3. How to support the plywood frame to prevent damage to the wooden frame will be explained later).
外部型枠3の仕切材/コの下部は開口枠!の下枠iaの
網戸レールコ5を、避けて外部側へ段形に後退して支壁
コロを形成し、支壁″16と開口枠Sの下枠/fの水返
しコアとの間の開口部lの型となる部分を備えた附加外
部型枠コtが支壁コロに当接して附加外部型枠コg、支
壁コロのボルト穴を挿通したボルトナツトコブにより附
加外部型枠コgは外部型枠3に固定されている。The lower part of the partition material/co of external formwork 3 is an opening frame! The screen door rail 5 of the lower frame ia is avoided and retreated to the outside in a stepped manner to form a supporting wall roller, and the opening between the supporting wall ``16'' and the water return core of the lower frame /f of the opening frame S is The auxiliary external formwork t, which has the part that will become the mold of part l, comes into contact with the support wall roller, and the auxiliary external formwork g is formed by the bolt nut knob inserted through the bolt hole of the support wall roller. is fixed to the external formwork 3.
以上にのべたサツシ先付工法の一例は外部型枠と内部型
枠を分割して組立可能としたものであるが、型枠は一体
のものが多用されている。An example of the sash tip construction method described above allows the external formwork and internal formwork to be assembled separately, but integral formwork is often used.
本願に関しては型枠が一体又は型枠が分割されている場
合を問わない。Regarding the present application, it does not matter whether the formwork is integrated or the formwork is divided.
従来のサツシ先付工法に於けるコンクリート打設時のア
ルミサツシの変形は、各材共側圧によって内側へ変形す
ると考えられ、サツシの固定は特に考慮されてなく、型
枠の製作精度のみを重視していたがサツシ枠は外部側に
変形することもある。The deformation of the aluminum sash during concrete pouring in the conventional sash tipping method is thought to cause each member to deform inward due to lateral pressure, and the fixation of the sash is not considered in particular, with emphasis placed only on the manufacturing accuracy of the formwork. However, the satsushi frame sometimes deforms to the outside.
第6図はサツシ先付工法に於けるコンクリート打設時の
サツシの変形を示す図面で、実線で示されるサツシは誇
張して示す二点鎖線のように変形する。即ち、開口枠j
の上枠6は外方へ変形し、竪枠t、g、下枠/Uは内側
へ変形する。FIG. 6 is a diagram showing the deformation of the sash during concrete pouring in the sash tipping method, where the sash indicated by the solid line deforms as shown by the exaggerated two-dot chain line. That is, the opening frame j
The upper frame 6 deforms outward, and the vertical frames t, g, and lower frame /U deform inward.
内側へ変形する竪枠1,1、下枠/42の変形量は内部
型枠II化より制限を受け、適当な開口枠Sと内部型枠
ダの嵌め合せにより防止される。何故に上枠6が外側へ
変形するかと考えるに上枠6は断面係数が一般にノドさ
い、従って竪枠7.tとの結合がタッピングネジで充分
でないとじても、コンクリート打設圧は先ず竪枠7.t
に加わるから竪枠q、tが内側へ変形してから打設コン
クリートは上枠6瞬加わる。処が上方に向って広がるよ
うに角度をなした竪枠7.l端で強く両端が圧せられる
ため上枠6は本来は中立軸が外側へ偏った位置にあるか
らコンクリート打設圧とも併せて内側へ曲るべきである
が内部型枠qにより内側へは曲り得す、外側へ変形し、
外側へ変形した状態でコンクリートが上枠6上にのる前
に内部型枠グと上枠6の隙間にコンクリートのとるが侵
入し変形が固定されるものと考えられる。The amount of deformation of the vertical frames 1, 1 and the lower frame/42 that deform inward is limited by the internal form II, and is prevented by fitting the opening frame S and the internal form D appropriately. The reason why the upper frame 6 deforms outward is that the upper frame 6 generally has a small section modulus, so the vertical frame 7. Even if tapping screws are not sufficient to connect the concrete to the vertical frame 7. t
, the vertical frames q and t deform inward, and then the poured concrete is applied to the upper frame for 6 moments. 7. Vertical frame angled so that the area expands upward. Because both ends are strongly pressed at the l end, the neutral axis of the upper frame 6 is originally in a position that is biased outward, so it should bend inward in conjunction with the concrete pouring pressure, but due to the internal formwork q, it will not bend inward. Can be bent, deformed outward,
It is thought that before the concrete is placed on the upper frame 6 in a state of being deformed outward, a portion of the concrete enters the gap between the inner formwork and the upper frame 6, and the deformation is fixed.
本発明はサツシ先付工法におけるサツシの外側への変形
を防止する方法を提供することを目的とする。An object of the present invention is to provide a method for preventing outward deformation of the sash in the sash tipping method.
本発明はサツシ先付工法において内部型枠の上枠と開口
枠の上枠の中間部を締結してなることによりサツシ上枠
の外側への変形を防止するものである。The present invention prevents outward deformation of the sash upper frame by fastening the middle part of the upper frame of the internal form and the upper frame of the opening frame in the sash tipping method.
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7図はサツシ先付工法に於ける型枠取付状態における
上枠部分の縦断面図である。FIG. 7 is a longitudinal cross-sectional view of the upper frame portion in the formwork installation state in the sash tipping method.
上梓乙の一外側材6−/、内側材6−2間は内周材A−
3により結合され、その間に突条6−ダを設けて障子の
上部案内条溝t −!r 、 4−6 が形成される。The outer material 6-/ of the upper Azusa Otsu, and the inner peripheral material A- between the inner material 6-2
3, and a protrusion 6-da is provided between them to form the upper guide groove t-! of the shoji. r, 4-6 is formed.
そして突条A−41には係止突条6−? 、 A−tが
設けられ、外側材には条溝6−5内に係止突条4−9を
設ける。そして内側材6−コの段部4−10と係止突条
6−7に引掛けて第7図の紙面に直交する方向の長さが
短い固定具3gが挿入されている。そして固定具3gに
はねじ3!端が固着され、ねじ39は合板4’/及び内
部派枠ダの上枠を挿通しており、ねじ39には座金髪コ
を挿入し、ナットダ3をねじ込み、固定具3Sを内部型
枠グに引寄せて締結している。この固定具3gの位置は
上枠6の中間部例えば中央1個所もしくは複数個所に上
枠6が上方に曲らないように配される。And the protrusion A-41 has a locking protrusion 6-? , A-t are provided, and a locking protrusion 4-9 is provided in the groove 6-5 on the outer side member. A fixing member 3g having a short length in a direction perpendicular to the plane of FIG. 7 is inserted by hooking onto the stepped portion 4-10 of the inner member 6-co and the locking protrusion 6-7. And 3 screws for fixing tool 3g! The ends are fixed, and the screw 39 is inserted through the plywood 4'/ and the upper frame of the internal form frame.Insert the seat head into the screw 39, screw in the nut 3, and attach the fixture 3S to the internal form frame. It is drawn and concluded. The fixing member 3g is disposed at an intermediate portion of the upper frame 6, for example, at one or more locations in the center, so that the upper frame 6 does not bend upward.
第3図は第7図のイ矢視図である。内部型枠参の上枠及
び合板4I/には図示のように第り図の固定具3gをね
じ39を中心に90度回動したときにねじ3デを軸方向
に引くと通過し得る穴414tがあけられており、穴1
IIIの一辺にはねじ3デの外径よりわずかに大きい幅
の溝aSが設けである。FIG. 3 is a view in the direction of arrow A in FIG. 7. As shown in the figure, there is a hole in the upper frame of the internal formwork and the plywood 4I/ that can be passed through by pulling the screw 3D in the axial direction when the fixture 3g in Figure 3 is rotated 90 degrees around the screw 39. 414t is drilled, hole 1
A groove aS having a width slightly larger than the outer diameter of the screw 3D is provided on one side of the screw 3D.
内部型枠ダに合板U/を介して開口枠3を嵌め込み、?
、、tIqより固定具3gを差込み、ねじ39をもって
90度回動して第7図のように係止突条6−7と段部4
−70に引掛け、上枠6の長手方向に固定具、3gをず
らせるようにねじ39を溝り!に嵌め込み、座金qコを
介してナラ)l・3をねじ3デにねじ込む。外すときは
以上と逆にナラl−4IJをねじ戻して固定具3tを上
枠6の長手方向に移動してねじ3りをもって90度回動
して穴4toより抜出す。Fit the opening frame 3 into the internal formwork via the plywood U/, and
,, Insert the fixing tool 3g from tIq, turn it 90 degrees with the screw 39, and as shown in FIG.
-70, and slot the screw 39 in the longitudinal direction of the upper frame 6 to shift the fixing tool and 3g! into the screws 3 and 3 through the washer q. To remove it, unscrew the Nara l-4IJ in the opposite manner to the above, move the fixture 3t in the longitudinal direction of the upper frame 6, turn it 90 degrees with the screw 3, and pull it out from the hole 4to.
固定具3gとねじ39及びナツト13により上枠6を合
板lIlを介して内部型枠ダに締付けることにより開口
枠jの上枠6が上に向って彎曲するのが防止されるが同
時番こ又、開口枠jの内部型枠ダへの締結の一助ともな
る。The upper frame 6 of the opening frame j is prevented from curving upward by tightening the upper frame 6 to the internal formwork da through the plywood lIl using the fixture 3g, screws 39, and nuts 13. It also helps in fastening the opening frame j to the internal formwork da.
内部型枠qにはアングル材の短いブラケットダ6が溶着
されて、ブラケット4!6にナットダクが溶着され、ブ
ラケット4!6のボルト穴を挿通してねじ込まれた先端
に当金pgを固着したボルト4I9が設けられ、当金p
gにより額縁損傷防止合板コアを木額縁21と木額縁、
2/を固定した開口枠jのフランジjθを押圧して開口
枠Sを固定している。A short bracket 6 made of angle material was welded to the internal formwork q, a nut duct was welded to the bracket 4!6, and a stopper pg was fixed to the tip inserted through the bolt hole of the bracket 4!6. Bolt 4I9 is provided, and the
g to prevent damage to the picture frame by attaching the plywood core to the wooden picture frame 21 and the wooden picture frame,
The opening frame S is fixed by pressing the flange jθ of the opening frame j to which 2/ is fixed.
以上のとおり、この考案はサツシ先付工法に於いて開口
枠の上枠と開口枠を嵌入する内部型枠間を締結するよう
にしたから、コンクリート打設圧力により開口枠の上梓
が外側へふくらむことがない。As mentioned above, in this method, the upper frame of the opening frame and the inner formwork into which the opening frame is inserted are connected in the sash tipping method, so that the upper frame of the opening frame bulges outward due to concrete pouring pressure. Never.
第1図は建築中の建屋の外部側より見る略正面図、第1
図は第1図のA−A拡大断面図、第3図は第を図のB−
B拡大断面図、第9図は第3図のC−C断面図、第S図
は第3図のD−D断面図、第6図は従来例のサツシ先付
工法におけるサツシの変形を示す正面図、第7図は型枠
に取付状態におけるサツシ上枠部分の縦断面図、第ざ図
は第7図のイ矢視図である。
l・・開口部 コ・・外側板 3・・外部型枠 J−/
・・上枠 3−コ・・下枠 3−3・・竪枠 ダ・・内
部型枠 j・・開口枠 6・・上枠 A−/・・外側材
6−2・・内側材 6−3・・内周材 6−4t・・
突条 6−!、6−4・・上部案内条溝 t−7,A
−4、A −デ・・係止突条 6−/θ・・段部 7.
t・・竪枠 ワ・・開口 lθ・・ボルトナツト//・
・取付フ→ンジ lコ・・仕切材 13・・嵌合部 /
41・・下枠 /jf・・端板 /6・―嵌合部 17
・・ボルトナラ) 1g・・内フランジ lデ・・開
口 コト・木額縁ココ・・内側板 λ3・・断熱材 コ
リ・・合板 コ5・噂網戸レール コロ・書支壁 コア
・・水返し 2g・・附加外部型枠 コア・・ボルトナ
ツト 3g・・固定具 39・・ねじII/@−合板
V2Φ・座金 11j・・ナツト4t4t・−穴 4t
z@−n 4!A−−ブラケットダ7−−ナット 41
ff・・−当金 F?−・ホルト jO・・フランジ。
特許出願人 不二サッシ株式会社
代理人 新 井 −部
第1図
第4図
第5図
第6図
第8図Figure 1 is a schematic front view of the building under construction as seen from the outside.
The figure is an enlarged sectional view taken along line A-A in figure 1, and figure 3 is an enlarged sectional view taken along line B-A in figure 3.
B is an enlarged sectional view, Figure 9 is a CC sectional view in Figure 3, Figure S is a DD sectional view in Figure 3, and Figure 6 shows the deformation of the sash in the conventional sash tipping method. A front view, FIG. 7 is a longitudinal cross-sectional view of the upper frame portion of the sash in a state where it is attached to a formwork, and FIG. L...Opening K...Outer plate 3...External formwork J-/
・・Upper frame 3−・・・Lower frame 3−3・・Vertical frame ・・Internal formwork J・・Opening frame 6・・Upper frame A−/・・Outside material 6−2・・Inside material 6− 3.Inner peripheral material 6-4t...
Projection 6-! , 6-4... Upper guide groove t-7, A
-4, A -De...Latching protrusion 6-/θ...Step 7.
T... Vertical frame W... Opening lθ... Bolt nut //...
・Mounting flange → fitting ・・Partition material 13・・Mating part /
41..Bottom frame /jf..End plate /6.--Mating part 17
・・Bolt Nara) 1g・・Inner flange Lde・・Opening Koto・Wooden frame here・・Inner board λ3・・Insulation material Stiffness・・Plywood 5・Screen door rail Corro・Booklet wall Core・・Water return 2g・・Additional external formwork Core...Bolt/nut 3g...Fixing tool 39...Screw II/@-plywood
V2Φ・Washer 11j...Nut 4t4t・-hole 4t
z@-n 4! A--Bracket 7--Nut 41
ff...-F? -・Holt jO・・Flange. Patent applicant Fujisash Co., Ltd. Agent Arai - Department Figure 1 Figure 4 Figure 5 Figure 6 Figure 8
Claims (1)
リートの打設を行うサツシ先付工法に於て、サツシ開口
枠を嵌め込む開口部型枠の内部型枠の上枠と開口枠上枠
間を開口枠上枠中間に於て締結したサツシ先付工法に於
けるサツシ固定方法。l In the sash tip construction method in which concrete is poured by fitting a sash opening frame into the opening formwork in advance, the upper frame of the internal form of the opening form into which the sash opening frame is fitted and the upper frame of the opening frame. A sash fixing method in the sash tip attachment method in which the gap is fastened at the middle of the upper frame of the opening.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10873982A JPS59485A (en) | 1982-06-24 | 1982-06-24 | Fixing of sash in sash pre-attaching method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10873982A JPS59485A (en) | 1982-06-24 | 1982-06-24 | Fixing of sash in sash pre-attaching method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59485A true JPS59485A (en) | 1984-01-05 |
JPS6362617B2 JPS6362617B2 (en) | 1988-12-02 |
Family
ID=14492293
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10873982A Granted JPS59485A (en) | 1982-06-24 | 1982-06-24 | Fixing of sash in sash pre-attaching method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59485A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005238340A (en) * | 2004-02-24 | 2005-09-08 | Sumitomo Forestry Co Ltd | Cutting-off tool of aluminum sash collar |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0484905U (en) * | 1990-11-30 | 1992-07-23 |
-
1982
- 1982-06-24 JP JP10873982A patent/JPS59485A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005238340A (en) * | 2004-02-24 | 2005-09-08 | Sumitomo Forestry Co Ltd | Cutting-off tool of aluminum sash collar |
Also Published As
Publication number | Publication date |
---|---|
JPS6362617B2 (en) | 1988-12-02 |
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