JPH0346626B2 - - Google Patents
Info
- Publication number
- JPH0346626B2 JPH0346626B2 JP60022474A JP2247485A JPH0346626B2 JP H0346626 B2 JPH0346626 B2 JP H0346626B2 JP 60022474 A JP60022474 A JP 60022474A JP 2247485 A JP2247485 A JP 2247485A JP H0346626 B2 JPH0346626 B2 JP H0346626B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- boundary layer
- concrete
- air supply
- air
- 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.)
- Expired - Lifetime
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【発明の詳細な説明】
本発明は、補強リブ付水平スラブ形成型枠脱型
方法に関し、更に詳しくは、現場においてコンク
リートを打設するための型枠のうち、ラーメン構
造に最も適合する水平スラブ構造の一つである一
方向補強リブ付水平スラブに用いられる型枠を、
該打設コンクリート硬化後容易に脱型せしめると
共に、該型枠を反復使用可能とするための方法に
関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for demolding a formwork for forming a horizontal slab with reinforcing ribs, and more specifically, the present invention relates to a method for removing a formwork for forming a horizontal slab with reinforcing ribs. The formwork used for the horizontal slab with unidirectional reinforcing ribs, which is one of the structures, is
The present invention relates to a method for easily removing the cast concrete from the mold after it has hardened, and for allowing the formwork to be used repeatedly.
近年、中・高層集合住宅もしくは中・高層の事
務所ビル等の中・高層建築物にあつては、上・下
階間の遮音の問題があり、この問題に応えるため
に平板状の水平スラブの厚さを増す傾向にある。
しかしながら、水平スラブの厚さを増すことはス
ラブ自体のみならず建築物全体に力学的に顕著な
影響を及ぼすおそれがある。 In recent years, in medium-to-high-rise buildings such as medium-to-high-rise apartment buildings or medium-to-high-rise office buildings, there has been a problem of sound insulation between the upper and lower floors, and to solve this problem, flat horizontal slabs have been introduced. tends to increase in thickness.
However, increasing the thickness of a horizontal slab can have a significant mechanical impact not only on the slab itself but also on the entire building.
例えば、垂直荷重の増大が水平荷重の増大とな
つて現れ、構造部材の断面寸法を大きくすること
を必要とし、もつて材料費の増大を招き該建築物
の施工費を押し上げる結果にもなりかねない状況
等が見受けられる。 For example, an increase in vertical load will result in an increase in horizontal load, which may require the cross-sectional dimensions of structural members to be increased, which may result in an increase in material costs and push up the construction cost of the building. There are situations where this is not the case.
このような問題に対処するため、考えだされた
のが補強リブを床、天井の下面に形成することで
あつた。 In order to deal with such problems, it was devised to form reinforcing ribs on the lower surfaces of floors and ceilings.
即ち、平板状の水平スラブに補強リブを付設す
ることにより、水平スラブの厚みを増したのと同
様の効果が得られ、断面二次モーメントを大きく
し、鉄筋を有効に利用し、これにより水平スラブ
の強度、剛性を高め、振動・騒音の遮断性を向上
せしめるのに成功したのである。 In other words, by attaching reinforcing ribs to a flat horizontal slab, you can obtain the same effect as increasing the thickness of the horizontal slab, increase the moment of inertia, and effectively use reinforcing bars. They succeeded in increasing the strength and rigidity of the slab and improving its vibration and noise insulation properties.
しかし、この水平スラブに補強リブを付設する
作業においては、諸々の問題点を内包している。 However, the work of attaching reinforcing ribs to this horizontal slab involves various problems.
その中で最も問題であるのは、水平スラブに付
設される補強リブを形成するに際し、該補強リブ
間の凹所を形成すべく、凹所形状を表面形状とす
る型枠を打設コンクリートを支持する支持体上に
適当配置し、その上方よりコンクリートを打設
し、該打設コンクリート硬化後に、支持体を取り
除いた後、前記型枠を脱型する作業が面倒であ
り、更に型枠の損傷・汚損が激しく、再使用に耐
えないことである。 The most problematic issue is that when forming the reinforcing ribs attached to the horizontal slab, in order to form the recesses between the reinforcing ribs, a formwork with the recess shape as the surface shape is used to pour concrete. It is troublesome to place the concrete on a suitable support, pour concrete from above, remove the support after the poured concrete has hardened, and then remove the formwork. It is severely damaged and soiled and cannot be reused.
この作業を円滑なものとするため種々の方法が
提案されているが、代表的なものとして例えば、
(1)型枠の外表面に、コンクリート打設前にあらか
じめ離型剤を塗布しておく方法、(2)型枠脱型時に
は、型枠外表面と凹所内面とは真空であることか
ら、型枠の上底面間に貫通する通孔を穿ち、該通
孔を利用して、空気を打設コンクリート中の凹所
内面と型枠外表面間に圧入する方法がある。 Various methods have been proposed to facilitate this process, but some representative ones include:
(1) A method in which a release agent is applied to the outside surface of the formwork before concrete is poured; (2) When the formwork is removed, the outside surface of the formwork and the inside of the recess are in a vacuum; There is a method in which a through hole is drilled through the upper and bottom surfaces of the formwork, and the air is press-fitted between the inner surface of the recess in the poured concrete and the outer surface of the formwork using the through hole.
ところが(1)の方法では、硬化後のコンクリート
表面に使用した離型剤が残存し、その残存離型剤
の除去が面倒であるとの欠点を有しており、(2)の
方法においても、型枠に打設コンクリートが強固
に固着して、空気を圧入したところで容易に型枠
を脱型できないばかりでなく、損傷・汚損を生じ
て反復使用に耐えないとの欠点を有していた。 However, method (1) has the disadvantage that the mold release agent used remains on the concrete surface after hardening, and it is troublesome to remove the residual mold release agent. However, the poured concrete firmly adheres to the formwork, which not only makes it impossible to remove the formwork even when air is injected, but also causes damage and stains, making it difficult to withstand repeated use. .
上記の従来の方法における問題点に鑑みて発明
されたのが、本発明の補強リブ付水平スラブ形成
型枠脱型方法であり、その要旨とするところは、
型枠の底面を除いた外表面に打設コンクリートと
直接接触させないために境界層を薄膜の合成樹脂
を被覆させて形成すると共に、境界層内面と型枠
外表面間に空気を圧入するための送気手段を型枠
側に設け、この型枠を支持体の上に適当配置した
後、コンクリートを型枠外表面との間に境界層を
介在させた状態で打設し、該打設コンクリート硬
化後、支持体を取り除き送気手段で境界層内面と
型枠外表面間に空気を圧入することで、型枠を打
設コンクリートから境界層を該打設コンクリート
中に残した状態で脱型させることにより、型枠が
打設コンクリートと直接接触するのを防止して、
該型枠の脱型作業を容易ならしめ、型枠の損傷・
汚損をも防止して、反復使用に耐えるようなさし
めたものである。 The method of demolding a horizontal slab forming formwork with reinforcing ribs of the present invention was invented in view of the problems in the conventional methods described above, and its gist is as follows:
A boundary layer is coated with a thin film of synthetic resin to prevent direct contact with the poured concrete on the outer surface of the formwork except for the bottom surface, and a feeder is used to pressurize air between the inner surface of the boundary layer and the outer surface of the formwork. After installing air means on the formwork side and placing the formwork appropriately on the support, concrete is poured with a boundary layer interposed between it and the outside surface of the formwork, and after the poured concrete hardens. By removing the support and injecting air between the inner surface of the boundary layer and the outer surface of the formwork using an air supply means, the formwork is removed from the poured concrete with the boundary layer remaining in the poured concrete. , prevent the formwork from coming into direct contact with the poured concrete,
Makes demolding of the formwork easier and prevents damage to the formwork.
It also prevents staining and is designed to withstand repeated use.
以下、添付の図面によつて本発明の補強リブ付
水平スラブ形成型枠脱型方法の一実施例が開示さ
れる。 DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the reinforcing ribbed horizontal slab-forming mold demolding method of the present invention will be disclosed below with reference to the accompanying drawings.
床、天井等を形成する水平スラブ下面における
リブで形成される凹所形状を表面形状とする型枠
1は、上面1aと底面1b間に貫通する通孔2を
設けると共に、底面1bを除いた打設コンクリー
トと直接接触する外表面(以下、外表面とは底面
を除いたものとする。)に境界層3を境界層3内
面と型枠1外表面が密着又はほぼ密着状態になる
ように薄膜の合成樹脂を嵌合関係又は塗布等適宜
な方法によつて被覆させて形成される。 A formwork 1 whose surface shape is a concave shape formed by ribs on the lower surface of a horizontal slab forming a floor, a ceiling, etc. is provided with a through hole 2 penetrating between the upper surface 1a and the bottom surface 1b, and the bottom surface 1b is excluded. Boundary layer 3 is placed on the outer surface that is in direct contact with the poured concrete (hereinafter, the outer surface excludes the bottom surface) so that the inner surface of boundary layer 3 and the outer surface of formwork 1 are in close contact or almost in close contact with each other. It is formed by covering with a thin film of synthetic resin by a suitable method such as fitting or coating.
このような型枠1を、例えば鉄骨等からなるボ
ービーム4上面に型枠用合板5を水平に敷設する
等して、これ等により形成された支持体Aの上
に、境界層3を被覆形成されていない底面1bを
下にして図中一点鎖線で示すような略板状体の型
枠1と一体もしくは別体としたスペーサー6を互
いの間隙に介在させた状態で、もしくはスペーサ
ー6を介在させずに、適当配置するものである。 Such a formwork 1 is coated with a boundary layer 3 on a support A formed by, for example, laying a formwork plywood 5 horizontally on the upper surface of a bow beam 4 made of a steel frame or the like. With the bottom surface 1b, which is not covered, facing downward, a spacer 6, which is either integrated with or separate from the formwork 1 of a substantially plate-like body as shown by the dashed line in the figure, is interposed in the gap between them, or with the spacer 6 interposed therebetween. It should be placed appropriately without causing any problems.
その後、該型枠1…を配置された支持体A上面
に、コンクリート7を、型枠1…上面から型枠1
…外表面との間に境界層3を介在させた状態で、
水平スラブとして許容される強度になるような厚
み寸法まで打設し、該打設コンクリート7硬化
後、ボービーム4、型枠用合板5で形成される支
持体Aを取り除き、
前記型枠1の通孔2に、パイプ・ホース等の管
体8の一端を連結し、管体8の他端をコンプレツ
サー(図示せず)に連結し、通孔2、管体8、コ
ンプレツサーにより構成される送気手段Bにより
空気を型枠1外表面と境界層3内面間に圧入する
ものである。 Thereafter, concrete 7 is poured onto the upper surface of the support A on which the formwork 1 is placed, from the upper surface of the formwork 1.
...With a boundary layer 3 interposed between the outer surface and the outer surface,
The cast concrete 7 is poured to a thickness that has an allowable strength as a horizontal slab, and after the poured concrete 7 has hardened, the support A formed by the bow beam 4 and the formwork plywood 5 is removed, and the formwork 1 is completely One end of a tubular body 8 such as a pipe or hose is connected to the hole 2, and the other end of the tubular body 8 is connected to a compressor (not shown). By means B, air is forced into the space between the outer surface of the formwork 1 and the inner surface of the boundary layer 3.
よつて、型枠1を打設コンクリート7中に境界
層3を残した状態で脱型するものである。しかし
て、水平スラブCに補強リブDが形成される。 Therefore, the formwork 1 is removed with the boundary layer 3 remaining in the poured concrete 7. Thus, reinforcing ribs D are formed on the horizontal slab C.
境界層3は、打設コンクリート7中にそのまま
放置しても取り除いてもどちらでもよい。 The boundary layer 3 may be left in the poured concrete 7 or removed.
適宜、境界層3内面と型枠1外表面間に、潤滑
油等の滑材を介在させれば、該型枠1の脱型はよ
り容易である。 If a lubricant such as lubricating oil is appropriately interposed between the inner surface of the boundary layer 3 and the outer surface of the mold 1, the mold 1 can be demolded more easily.
そして、このとき境界層3の存在によつて、打
設コンクリートに、該滑材が残存することを防止
する。 At this time, the presence of the boundary layer 3 prevents the lubricant from remaining in the poured concrete.
図示したものでは、型枠1として立方体状もし
くは直方体状のものを規定しているが、後述する
ように外表面のうち側面の少なくとも一つの面を
傾斜面とすれば、打設コンクリートが、型枠1を
5方向より押圧する力に対して抜き勺配となり型
枠脱型作業をより一層円滑にする効果がある。 In the illustrated example, the formwork 1 is defined as having a cubic or rectangular parallelepiped shape, but if at least one of the side surfaces of the outer surface is an inclined surface, as will be described later, the poured concrete The frame 1 is pulled out against the force of pressing it from five directions, and has the effect of making the mold removal work even smoother.
この場合、前記通孔2を、外表面のうちで傾斜
面とした側面と底面1b間に貫通穿孔することも
考慮される。 In this case, it is also considered that the through hole 2 is bored through the space between the inclined side surface of the outer surface and the bottom surface 1b.
ここで、型枠1は、鋼板等の金属、発泡ポリス
チレン、発泡ウレタン、発泡ポリエリレン等の発
泡プラスチツク、ゴム、合板等の素材によりブロ
ツク状又は外形のみが形成されている。 Here, the formwork 1 is made of a material such as metal such as a steel plate, foamed plastic such as foamed polystyrene, foamed urethane, or foamed polyethylene, rubber, or plywood, and has a block shape or only an outer shape.
板状の素材で型枠1が形成されるときに、底面
1bを開口面とし、送気手段Bとしての通孔2は
後述する方法により設ければよい。 When the formwork 1 is formed of a plate-shaped material, the bottom surface 1b is made an opening surface, and the through holes 2 as the air supply means B may be provided by a method described later.
又、薄膜の合成樹脂よりなる境界層3として
は、ポリプロピレン、ポリエチレン、塩化ビニル
等の合成樹脂製薄物シートで成形したものを用い
るかもしくは、前記シートと同材料を塗布して、
塗布後硬化させるか、ポリエチレン、塩化ビニル
等の材料を真空成形等により、内面形状を型枠1
外面形状に一致させて作成したものを用い嵌合関
係による等して、型枠1外表面に被覆させて形成
するものである。特に、摩擦係数の小さいポリプ
ロピレン等のポリオレフイン系プラスチツクを用
いることは、脱型作業をする上で大きな効果を奏
する。 Further, as the boundary layer 3 made of a thin synthetic resin, a thin sheet made of a synthetic resin such as polypropylene, polyethylene, or vinyl chloride is used, or the same material as the sheet is coated.
After coating, either cure the material or vacuum form the material such as polyethylene or vinyl chloride to shape the inner surface of the formwork 1.
It is formed to cover the outer surface of the formwork 1 by means of a fitting relationship using a material made to match the outer surface shape. In particular, the use of polyolefin plastics such as polypropylene with a small coefficient of friction has a great effect on demolding work.
ここで、境界層3外面に離型剤を塗布すること
を防げるものではない。 Here, it is not possible to prevent the release agent from being applied to the outer surface of the boundary layer 3.
第2図には、送気手段Bの他の実施例を示して
おり、送気手段Bの送気部分Eとして、薄円筒状
もしくは薄角筒状の内部中空の略箱体状であつ
て、上面板の周囲の端部側に連続する開口部もし
くは不連続の開孔を設けて、空気吹き出し口9a
とし、下面板に後述する管体を挿入可能な開口を
設けた空気吹き出し口本体9と、
該空気吹き出し口本体9の下面板の開口から端
縁が上面板内面に当接するまで挿入し、前記箱体
内に存在する挿入部分に適当数の孔10aを形成
するか、もしくは図示していないが、箱体下面板
の開口部に管体端縁部分を臨ませて、管体挿入部
分に孔10aを形成しない管体の圧入空気流路用
パイプ10とからなるものを示している。 FIG. 2 shows another embodiment of the air supply means B, in which the air supply portion E of the air supply means B is approximately box-shaped with a thin cylindrical shape or a thin rectangular tube shape and a hollow interior. , a continuous opening or a discontinuous opening is provided on the edge side of the upper surface plate, and air outlet 9a is provided.
and an air outlet main body 9 having an opening in the lower plate into which a tube body described later can be inserted; An appropriate number of holes 10a are formed in the insertion portion existing inside the box, or, although not shown, the end edge portion of the tube faces the opening of the bottom plate of the box, and holes 10a are formed in the insertion portion of the tube. This figure shows a pipe 10 for a press-fit air flow path which is a tubular body that does not form a pipe.
しかして、上記の構成の送気部分Eを、型枠1
上面と前記空気吹き出し口本体9表面とが面一状
態で収容可能となるような深さを有する凹陥部1
1を形成し、凹陥部11底面と型枠1底面間に
は、空気吹き出し口本体9の下面板の開口に一端
を挿入された管体の圧入空気流路用パイプ10挿
入用の貫通孔12を形成して、型枠1中に設置す
るものである。 Therefore, the air supply portion E having the above configuration is connected to the formwork 1.
A recessed portion 1 having a depth such that the upper surface and the surface of the air outlet main body 9 can be accommodated flush with each other.
1 is formed, and between the bottom surface of the concave portion 11 and the bottom surface of the formwork 1, a through hole 12 for inserting the press-fit air flow path pipe 10 of a tube whose one end is inserted into the opening of the bottom plate of the air outlet main body 9 is formed and installed in the formwork 1.
このように型枠1中に設置された送気部分Eに
外部の図示しないコンプレツサー等の圧縮空気吹
き出し手段に接続して送気手段Bは構成されるも
のである。図中13は、パツキン等の封止部材で
ある。 The air feeding means B is constructed by connecting the air feeding portion E installed in the formwork 1 to an external compressed air blowing means such as a compressor (not shown). In the figure, 13 is a sealing member such as a packing.
ここで、空気吹き出し口9本体の下面板、側
板、及び貫通孔12内に位置するパイプ10につ
いては適宜省略可能である。 Here, the lower surface plate of the main body of the air outlet 9, the side plate, and the pipe 10 located in the through hole 12 can be omitted as appropriate.
又、このような送気部分Eを用いたなら、前述
したように型枠1を板状の素材で形成するとき
に、送気手段Bを型枠1側に設けるのに便利であ
る。この例を、第3図に示している。図中14
は、型枠1に送気部分Eを設置するとき適宜設け
られる保持部材である。 Further, if such an air supply portion E is used, it is convenient to provide the air supply means B on the side of the formwork 1 when the formwork 1 is formed of a plate-shaped material as described above. An example of this is shown in FIG. 14 in the diagram
is a holding member that is appropriately provided when installing the air supply portion E in the formwork 1.
このように、空気吹き出し口9本体を、送気手
段Bに設けることにより、該空気吹き出し口9本
体が、ノズルの如く作用して、境界層3内面と型
枠1外表面間に効率的に空気を圧入することがで
きる。 By providing the main body of the air outlet 9 in the air supply means B in this way, the main body of the air outlet 9 acts like a nozzle and efficiently connects the inner surface of the boundary layer 3 and the outer surface of the formwork 1. Air can be press-fitted.
尚、第2図、第3図に示した実施例では、型枠
1の外表面のうち側面1c傾斜面として、当該型
枠1の打設コンクリート7中からの脱型の容易な
ものとしている。 In the embodiments shown in FIGS. 2 and 3, the side surface 1c of the outer surface of the formwork 1 is sloped so that it can be easily removed from the poured concrete 7 of the formwork 1. .
以上のようになる、本発明の補強リブ付水平ス
ラブ形成型枠脱型方法では、型枠の打設コンクリ
ートと直接接触する外表面の全体に境界層を薄膜
の合成樹脂を被覆させて形成すると共に、型枠側
に送気手段を設けることにより、
型枠に打設コンクリートが固着しないこと、並
びに境界層内面と型枠外表面間に圧入する空気に
よつて該型枠が脱型する方向へ圧力が加わるた
め、仮りに型枠の外表面側面に抜き勺配となる傾
斜面が形成されておらずとも、容易に型枠を脱型
することが可能である。 In the method for demolding a formwork for forming horizontal slabs with reinforcing ribs of the present invention as described above, a boundary layer is formed by coating the entire outer surface of the formwork, which is in direct contact with the poured concrete, with a thin film of synthetic resin. At the same time, by providing an air supply means on the formwork side, it is possible to prevent the poured concrete from sticking to the formwork, and to prevent the formwork from being removed by the air that is forced in between the inner surface of the boundary layer and the outer surface of the formwork. Since pressure is applied, the mold can be easily demolded even if the outer surface of the mold does not have a sloped surface for punching.
又、型枠は直接打設コンクリートと接触しない
から、損傷が少なく、汚損することを全くなく、
反復使用に耐え得て、施工コストのなかで、型枠
に要する費用を低く見積れるとの効果をも奏す
る。 In addition, since the formwork does not come into direct contact with the poured concrete, there is little damage and no staining.
It can withstand repeated use, and has the effect that the cost required for formwork can be estimated at a low cost within the construction cost.
更に、離型剤を用いないから、型枠脱型後の打
設コンクリート表面を美麗に仕上げることも可能
としたのである。しかも、型枠の脱型を容易にす
るため、この外表面に滑剤を塗布しても、打設コ
ンクリートとの間には境界層があるから、コンク
リー面を汚損したり、滑材の除去が問題になつた
りすることがない。又、型枠の脱型時には境界層
を打設コンクリート中に残すものであるから、型
枠に対して境界層は強固な固着状態で被覆させる
等一体化させる必要がなく、境界層の被覆形成が
容易である。 Furthermore, since no mold release agent is used, it is possible to beautifully finish the surface of the poured concrete after the formwork has been removed. Furthermore, even if a lubricant is applied to the outer surface of the formwork to facilitate demolding, there is a boundary layer between it and the poured concrete, which may stain the concrete surface or make it difficult to remove the lubricant. It never becomes a problem. In addition, since the boundary layer is left in the poured concrete when the formwork is demolded, there is no need to cover the formwork with the boundary layer in a strongly fixed state, and there is no need to cover the formwork with the boundary layer. is easy.
更に、境界層は薄膜の合成樹脂から形成されて
いるから、打設コンクリート中から取り除く場合
にも作業が簡易である。 Furthermore, since the boundary layer is formed from a thin film of synthetic resin, it is easy to remove it from poured concrete.
第1図は、支持体上に本発明の工法で用いられ
た型枠を配置し、コンクリートを打設した状態の
縦断説明図、第2図、第3図は、型枠及び送気手
段の他実施例を示す縦断説明図である。
A:支持体、B:送気手段、C:水平スラブ、
D:補強リブ、E:送気部分。1:型枠、2:通
孔、3:境界層、4:ボービーム、5:合板、
6:スペーサー、7:コンクリート、8:管体、
9:空気吹き出し口本体、10:パイプ、11:
凹陥部、12:貫通孔、13:封止部材。
Figure 1 is a longitudinal cross-sectional view of the formwork used in the construction method of the present invention placed on a support and concrete poured, and Figures 2 and 3 are views of the formwork and air supply means. It is a longitudinal explanatory view showing another example. A: support body, B: air supply means, C: horizontal slab,
D: Reinforcement rib, E: Air supply part. 1: formwork, 2: through hole, 3: boundary layer, 4: bow beam, 5: plywood,
6: Spacer, 7: Concrete, 8: Pipe body,
9: Air outlet body, 10: Pipe, 11:
Recessed portion, 12: Through hole, 13: Sealing member.
Claims (1)
所形状を表面形状とする型枠の底面を除いた打設
コンクリートと直接接触する外表面の全体に該打
設コンクリートとの境界層を薄膜の合成樹脂を被
覆させて形成すると共に、 境界層内面と型枠外表面間に空気を圧入するた
め送気手段を型枠側に設けてなり、 この外表面に境界層を形成した型枠を支持体の
上に適当配置した後、コンクリートを型枠外表面
との間に境界層を介在させた状態で打設し、該打
設コンクリート硬化後、支持体を取り除き、 送気手段で境界層内面と型枠外表面間に空気を
圧入して型枠を打設コンクリートから境界層を該
打設コンクリート中に残した状態で脱型してなる
補強リブ付水平スラブ形成型枠脱型方法。 2 送気手段として、 薄円筒状もしくは薄角筒状の内部中空の略箱体
状であつて、上面板の周囲の端部側に連続する開
口部もしくは不連続な開孔を設け、下面板に後述
する管体を挿入可能な開口を設けた空気吹き出し
口本体と、 該空気吹き出し口本体の下面板の開口から端縁
が上面板内面に当接するまで挿入し、挿入部分に
適当数の孔を穿設した管体と、 該管体に接続したコンプレツサーとよりなるも
のを用い、 該送気手段を設けた型枠を用いてなる特許請求
の範囲第1項記載の補強リブ付水平スラブ形成型
枠脱型方法。 3 境界層内面と型枠外表面間に、滑材を介在さ
せてなる特許請求の範囲第1項又は第2項記載の
補強リブ付水平スラブ形成型枠脱型方法。[Claims] 1. The entire outer surface of the formwork that is in direct contact with the poured concrete, excluding the bottom surface of the formwork whose surface shape is the shape of a recess formed by ribs on the lower surface of the floor and ceiling, is covered with the poured concrete. A boundary layer is formed by covering the boundary layer with a thin synthetic resin, and an air supply means is provided on the formwork side to pressurize air between the inner surface of the boundary layer and the outer surface of the formwork, and a boundary layer is formed on this outer surface. After placing the molded formwork appropriately on the support, concrete is poured with a boundary layer interposed between it and the outside surface of the formwork, and after the poured concrete has hardened, the support is removed and the air supply means is placed. The formwork is cast by injecting air between the inner surface of the boundary layer and the outer surface of the formwork.The formwork is removed from the concrete to form a horizontal slab with reinforcing ribs, with the boundary layer remaining in the poured concrete. Method. 2. The air supply means is a thin cylindrical or rectangular cylindrical hollow box-like structure with continuous openings or discontinuous openings on the edge side of the upper plate, and a lower plate. Insert the air outlet body from the opening in the lower plate of the air outlet body until the end edge abuts the inner surface of the upper plate, and make an appropriate number of holes in the insertion part. Formation of a horizontal slab with reinforcing ribs according to claim 1, comprising: a pipe body with a perforation therein; a compressor connected to the pipe body; and a formwork provided with the air supply means. Formwork removal method. 3. The method for demolding a horizontal slab forming formwork with reinforcing ribs according to claim 1 or 2, wherein a slipping material is interposed between the inner surface of the boundary layer and the outer surface of the formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2247485A JPS61183562A (en) | 1985-02-07 | 1985-02-07 | Demolding of mold frame for molding horizontal slab with reinforcing rib |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2247485A JPS61183562A (en) | 1985-02-07 | 1985-02-07 | Demolding of mold frame for molding horizontal slab with reinforcing rib |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61183562A JPS61183562A (en) | 1986-08-16 |
| JPH0346626B2 true JPH0346626B2 (en) | 1991-07-16 |
Family
ID=12083712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2247485A Granted JPS61183562A (en) | 1985-02-07 | 1985-02-07 | Demolding of mold frame for molding horizontal slab with reinforcing rib |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61183562A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62228566A (en) * | 1986-03-28 | 1987-10-07 | 積水化成品工業株式会社 | Construction of waffle slab |
| JPH07116835B2 (en) * | 1989-04-17 | 1995-12-18 | 鐘淵化学工業株式会社 | Formwork for lattice slab and method for constructing formwork using the formwork |
| JPH02274967A (en) * | 1989-04-17 | 1990-11-09 | Kanegafuchi Chem Ind Co Ltd | Structure for form for latticeform slab and assembling method for same form |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH021391Y2 (en) * | 1984-10-31 | 1990-01-12 |
-
1985
- 1985-02-07 JP JP2247485A patent/JPS61183562A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61183562A (en) | 1986-08-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN85109555A (en) | brick wall panels | |
| JPH0346626B2 (en) | ||
| JP2945905B1 (en) | Formwork structure and formwork fixing hardware | |
| WO1994001625A1 (en) | Drive-in type concrete form for underground wall | |
| KR102386823B1 (en) | Fixing Device of Insulator for Constructing | |
| JPS5919051Y2 (en) | crack inducing joint rod | |
| JPH11217931A (en) | Foaming heat insulation formwork | |
| KR200229799Y1 (en) | resinous form with pattern | |
| JPH0447304Y2 (en) | ||
| KR100255764B1 (en) | Fixed nail for slab insulant | |
| US843956A (en) | Method of making composite walls. | |
| JPS6120167Y2 (en) | ||
| JP2897948B2 (en) | Construction method of underground concrete wall | |
| KR200291479Y1 (en) | A chinked plate for bottom of wall form | |
| JP2800574B2 (en) | Board material | |
| JP2001040873A (en) | Void pipe | |
| JP3810870B2 (en) | Concrete slab embedding material | |
| US11136731B2 (en) | Integrated form for embedding a waterstop in a keyed concrete joint | |
| JP2587812Y2 (en) | Hole forming member for concrete panel | |
| JP3615823B2 (en) | Drainage construction method | |
| JPS6012013Y2 (en) | Embedment material for concrete slabs | |
| JPS6126536Y2 (en) | ||
| JP2821106B2 (en) | Slit construction member and its construction method | |
| JP2949309B2 (en) | Mounting method of embedded object to concrete slab substrate and lightweight concrete slab | |
| JPS6143863Y2 (en) |