JPS6322966A - Mold frame - Google Patents
Mold frameInfo
- Publication number
- JPS6322966A JPS6322966A JP16608686A JP16608686A JPS6322966A JP S6322966 A JPS6322966 A JP S6322966A JP 16608686 A JP16608686 A JP 16608686A JP 16608686 A JP16608686 A JP 16608686A JP S6322966 A JPS6322966 A JP S6322966A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- material layer
- drainage
- concrete
- water
- 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
- 238000009415 formwork Methods 0.000 claims description 46
- 239000000463 material Substances 0.000 claims description 38
- 239000011083 cement mortar Substances 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 13
- 239000002002 slurry Substances 0.000 description 10
- 230000000052 comparative effect Effects 0.000 description 9
- 238000001914 filtration Methods 0.000 description 7
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 238000002474 experimental method Methods 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 229920000728 polyester Polymers 0.000 description 3
- -1 polyethylene Polymers 0.000 description 3
- 239000011148 porous material Substances 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000004745 nonwoven fabric Substances 0.000 description 2
- 239000011120 plywood Substances 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 239000002759 woven fabric Substances 0.000 description 2
- 101100494773 Caenorhabditis elegans ctl-2 gene Proteins 0.000 description 1
- 241001061260 Emmelichthys struhsakeri Species 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000018044 dehydration Effects 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 229920005992 thermoplastic resin Polymers 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
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) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明はセメントモルタルあるいはコンクリートスラ
リー等のセメントモルタル類を打設する型枠？こ関する
。[Detailed Description of the Invention] [Industrial Field of Application] This invention relates to a formwork for pouring cement mortar such as cement mortar or concrete slurry. Regarding this.
〔発明が解決しようとする問題点９
モルタル類を型枠内に打設すると、モルタル類中の気泡
が型枠板表面に集り、脱型した後、型枠板に接した表面
、特に傾斜した表面に多くのあばたが発生し、構造物の
美観を損い、かつ、あばたが弱点となって耐久性が低下
する等の問題点があった。[Problem 9 to be solved by the invention: When mortar is poured into a formwork, air bubbles in the mortar collect on the surface of the formwork plate, and after the mold is removed, the surface in contact with the formwork plate, especially on an inclined surface. Many pockmarks occur on the surface, which impairs the beauty of the structure, and the pockmarks become weak points, reducing durability.
この問題点に対し様々な対策が提案されている。例えば
、型枠板に所定間隔の排水孔を設け、その面に通気性、
透水性を有する繊維質材料からなる多孔性資材を貼付す
る手段がある。この手段はモルタル中の気泡空気を排出
して表面あばたの発生を防止したり、余剰水を脱水して
表面強度を向上せしめることが知られている。しかし、
この方法は排気および脱水の能率が必ずしも充分に高く
なく、かつ、型枠板に多数の排水孔を穿設しなければな
らず、型枠板を他に転用することがむずかしく、その稼
動率が低くなる欠点があった。また多孔性資材は濾過、
透水の両機能を備えた厚手織物類となり高コスト（材料
費のみで１５００〜２０００ Ｆｌ／ｍ２程度）を招き
、繰返し使用もむずかしく、コストの低減が求められて
いた。Various countermeasures have been proposed for this problem. For example, by providing drainage holes at predetermined intervals on the formwork board, the surface has ventilation holes.
There is a method of attaching a porous material made of a fibrous material having water permeability. It is known that this means prevents the occurrence of surface pockmarks by discharging air bubbles in mortar, and improves surface strength by removing excess water. but,
In this method, the efficiency of exhaust and dewatering is not necessarily high enough, and it is necessary to drill many drainage holes in the formwork plate, making it difficult to use the formwork plate for other purposes and reducing its operating rate. It had the disadvantage of being low. In addition, porous materials can be filtered,
Thick fabrics with both water-permeable functions are expensive (approximately 1,500 to 2,000 Fl/m2 in material cost alone), and are difficult to use repeatedly, so there has been a demand for cost reduction.
この発明は上記事情に鑑みなされたものである。その目
的は、多数の排水孔を有する特殊型枠板を用いる必要が
なくて型枠コストが低置であり、しかも気泡空気の排気
および余剰水脱水の能率がよく、得られた構造物のあば
たの発生を著しく低減し、表面強度および討入性を向上
せしめることができる型枠を提案するにある。This invention was made in view of the above circumstances. The purpose of this method is to reduce the cost of the formwork because it does not require the use of special formwork plates with numerous drainage holes, and to improve the efficiency of evacuation of bubble air and dewatering of excess water. The purpose of the present invention is to propose a formwork that can significantly reduce the occurrence of surface cracks and improve surface strength and workability.
この型枠は、セメントモルタル類を打設する型枠の型枠
板内面に排水材層およびに過材層が順に積層して設けて
あることを特徴とする。This formwork is characterized in that a drainage material layer and an overfilling material layer are laminated in this order on the inner surface of the formwork plate of the formwork for pouring cement mortar.
以下、この発明を第１図に示すこの型枠の型枠板により
説明する。This invention will be explained below with reference to the form plate of this form shown in FIG.
合板あるいはメタルホーム等の型枠板１の内面に接し排
水材層２およびに過材層３が順に積層しである。排水材
層２は、この層に沿って空気、水が流れることができる
材料の層である。A drainage material layer 2 and an overfill material layer 3 are laminated in this order on the inner surface of a form board 1 made of plywood or metal platform. The drainage material layer 2 is a layer of material along which air, water can flow.
図はポリエチレン、ポリスチレン、ポリ塩化ビニル等の
熱可塑性樹脂シート４を基材としプレス成形し片表面に
膨出した多数の凸部５を設けたシートを排水材として用
いた。このほか鋼板、アルミニウム薄板等を基材として
多数の凸部を設けた金属薄板を用いたり、積層した２枚
のシート間に多数の空気泡を形成した、いわゆるエアー
パツキン、防風網、防砂網に用いられている高密度ポリ
エチレン製等のネット、透水性の不、織布（ポリエステ
ル、ポリプロピレン等）あるいは合成樹脂、金属を素材
とした排水用の粗メツシユ類を用いることができる。The figure shows a sheet made of a thermoplastic resin sheet 4 made of polyethylene, polystyrene, polyvinyl chloride, or the like as a base material, press-molded, and provided with a large number of protrusions 5 on one surface, which is used as a drainage material. In addition, thin metal sheets with many convex parts are used as base materials such as steel plates and thin aluminum sheets, and so-called air packing, windbreak nets, and sand prevention nets that have many air bubbles formed between two laminated sheets are used. Nets made of high-density polyethylene or the like, water-permeable nonwoven fabrics (polyester, polypropylene, etc.), synthetic resins, or coarse meshes for drainage made of metal can be used.
濾過材層はモルタル類中の固体粒子が実質的に通過せず
、水分および空気が透過てきる材料からなる。このよう
なｒ過材としては、例えば７０〜５００デニールの合成
繊維マルチフィラメント系を用いた繊維密度２０〜１０
０本／２．５４ｃｎの平織物が好適である。排水材層に
ついて次に示す。第１−１図において排水材層２は型枠
板１の内面に凸部５を上面にして貼着し、濾過材層３は
適宜間隔の凸部５の上面に貼着して取付けられる。The filtering material layer is made of a material through which solid particles in mortar do not substantially pass through, but through which moisture and air permeate. As such a material, for example, a fiber density of 20 to 10 using synthetic fiber multifilament system of 70 to 500 deniers is used.
A plain woven fabric of 0 threads/2.54 cn is preferred. The drainage material layer is shown below. In FIG. 1-1, the drainage material layer 2 is attached to the inner surface of the form board 1 with the projections 5 facing upward, and the filtering material layer 3 is attached by adhering to the upper surface of the projections 5 at appropriate intervals.
なお、排水材の凸部５の全表面ζこ占める面積割合は６
０〜９０％の範囲とするのがモルタル類の圧に対し沢過
材を支承し、所要の排水空間を保持する上で好適である
。The area ratio of the convex portion 5 of the drainage material to the total surface ζ is 6
A range of 0 to 90% is suitable for supporting the filtration material against the pressure of mortar and maintaining the required drainage space.
第２−１図は、排水材層２としてポリエチレン製のネッ
ト（粗メツシユ）を用いたもので、網目の開き間隔は０
．５〜２ ｍｍが適当である。In Figure 2-1, a polyethylene net (coarse mesh) is used as the drainage material layer 2, and the mesh opening interval is 0.
．． 5 to 2 mm is suitable.
第３−１図は、排水材層２として透水性の不織布（ポリ
エステル製）を用い濾過材層３としてポリエステル繊維
薄手平織物を用いたものである。In FIG. 3-1, a water-permeable nonwoven fabric (made of polyester) is used as the drainage material layer 2, and a polyester fiber thin flat woven fabric is used as the filter material layer 3.
第１−２図は第１図の型枠板を用い構成した型枠にコン
クリートを注入し、打設する状態を示す。型枠の垂直を
なす一面を構成する型枠板１は内面に排水材層２および
に過材層６が順に積層してあり、型枠板１の下端部に排
水孔６が穿設しである。型枠内に注入したコンクリート
スラリー７は濾過材層６と接し、その界面に集まる空気
は濾過材層６を透過して排水材層２に入る、同時にコン
クリートスラリー７内の余剰水は内圧に押され濾過材層
３を透過して排水材層２に入る。この空気および余剰水
は型枠板下端の排水孔６から排出される。FIGS. 1-2 show a state in which concrete is poured into a formwork constructed using the formwork plates shown in FIG. 1 and placed. A formwork board 1 constituting one vertical side of the formwork has a drainage material layer 2 and an overfilling material layer 6 laminated in this order on its inner surface, and a drainage hole 6 is provided at the lower end of the formwork board 1. be. The concrete slurry 7 poured into the formwork comes into contact with the filtering material layer 6, and the air that collects at the interface passes through the filtering material layer 6 and enters the drainage material layer 2. At the same time, excess water in the concrete slurry 7 is pushed by internal pressure. It passes through the filtering material layer 3 and enters the drainage material layer 2. This air and excess water are discharged through drainage holes 6 at the lower end of the form plate.
第２−２図、第３−２図に示す型枠板は、排水材層２を
型枠下端面までまわして、排水を図ったものであり、こ
れらのタイプでは特に型枠に排水孔を開ける必要はなく
なり、作業性からも経済性からも好適である。The formwork plates shown in Figures 2-2 and 3-2 are designed to drain water by extending the drainage material layer 2 all the way to the lower end of the formwork, and these types especially have drainage holes in the formwork. There is no need to open it, which is favorable from both workability and economical points of view.
従来の多数の排水孔を穿設した型枠板に多孔性資材を配
した型枠の場合は、１つの層で水および空気の分離、輸
送、排出の働きをするのでその機能が不充分であった。In the case of conventional formwork in which a porous material is arranged on a formwork board with many drainage holes, the function is insufficient because one layer functions to separate, transport, and discharge water and air. there were.
この型枠の場合は濾過材層て水および空気を分離し、こ
れを排水材層に集めて輸送し排出するので、排気、脱水
の速度が著しく向上する。従ってこの型枠で打設したコ
ンクリート構造物は表面のあばたが、少なく、強度の向
上が顕著である。また、排水材層が断熱層として作用し
、初期コンクリートの養生に有効となる。In the case of this formwork, water and air are separated by the filter layer, and the water and air are collected in the drainage layer, transported, and discharged, so that the speed of exhaust and dewatering is significantly improved. Therefore, concrete structures cast using this formwork have fewer pockmarks on the surface and have significantly improved strength. In addition, the drainage material layer acts as a heat insulating layer and is effective for curing the initial concrete.
なお、ｒ過材の表面形状を適宜選定することにより、コ
ンクリート表面を使用目的（こマツチした形状とするこ
ともできる。In addition, by appropriately selecting the surface shape of the rover material, the concrete surface can be made into a shape that matches the intended use.
〔実施例（１）〕
第４図（ａ）、（ｂ）、（Ｃ） ！こ示す高さｈ＝５０
Ｃｒｎ、厚さｔ＝ ２３ ｃｍ 、幅５０Ｃｒｎ１傾き
が９０’、 ４５°、３ｏ０の型枠を準備し、その片側
の型枠板（傾斜面の場合は上側）の内面に排水材層、ｆ
過材層とを積層し、その下端に脱水量測定用の直径５
ｍｍの排水孔を穿設した。[Example (1)] Figure 4 (a), (b), (C)! This height h=50
Crn, thickness t = 23 cm, width 50Crn1 Prepare a formwork with an inclination of 90', 45°, 3o0, and a drainage material layer, f
A layer with a diameter of 5 mm is placed at the bottom end to measure the amount of dewatering.
A drainage hole of mm was drilled.
この型枠内に下記組成のコンクリートスラリーを注入し
、バイブレータ−で締固め、排気、脱水を促進し、この
間の脱水孔からの脱水量を測定した。コンクリート硬化
抜脱枠しあばた面積および表面硬度をしらべた。なお、
両面に合板型枠板を用い実施例と同一条件で比較例実験
を行なった。A concrete slurry having the composition shown below was injected into the formwork, compacted using a vibrator, evacuated, and dewatered. During this time, the amount of water removed from the dehydration holes was measured. The concrete was removed from the hardened concrete frame and the pock area and surface hardness were examined. In addition,
A comparative example experiment was conducted under the same conditions as the example using plywood frame boards on both sides.
コンクリートスラリーの組成
実験結果
■ あばた量
（型枠表面積に対するあばた面積の割合）傾斜角６０°
（比較例）８．３％
（実施例） ０．２１％
傾斜角４５°（実施例）０．１８係
傾斜角９０°（比較例）０．６６係
（実施例）０．２４％
■ 表面硬度
（シュミットハンマーによる測定）
傾斜角６０°（比較例）２９３Ｋｇ／ｃＩｒＬ２（実施
例） ３７２ Ｋｇ／、Ｌ２
傾斜角４５°（実施例） ３８２ Ｋｆ／、２傾斜角
９０°（比較例）２９０に輸２
（実施例） ４０１ ＫｇＡ１ｒＬ２■ 脱水量
コンクリートスラリー中の水量に対する脱水量の比率
傾斜角３０°（実施例）２．６％
４５°（実施例）２．８％
９０°（実施例）６．３％
〔実施例（２）〕
第３図（ａ）、（Ｃ）に示す高さｈ＝５０ａｒＬ１厚さ
１＝２３ｃＩｎ、幅５０口、傾きが９０°、３０°の型
枠を準備し、その片側の型枠板（傾斜面の場合は上側）
の内面に排水材層、沢過材層（第２−１図のタイプ）と
を積層し、型枠端部で、工業用両面テープとホッチキス
を用いて貼着した（排水孔は設けなかった）。Concrete slurry composition experiment results■ Pocket amount (ratio of pock area to formwork surface area) Slope angle 60°
(Comparative example) 8.3% (Example) 0.21% Inclination angle 45° (Example) 0.18 angle Incline angle 90° (Comparative example) 0.66 angle (Example) 0.24% ■ Surface Hardness (measured with a Schmidt hammer) Inclination angle 60° (comparative example) 293 Kg/cIrL2 (example) 372 Kg/, L2 Inclination angle 45° (example) 382 Kf/, 2 inclination angle 90° (comparative example) 290 Export 2 (Example) 401 KgA1rL2 ■ Dewatering amount Ratio of dewatering amount to water amount in concrete slurry Incline angle 30° (Example) 2.6% 45° (Example) 2.8% 90° (Example) 6 .3% [Example (2)] A formwork with height h = 50 ar L 1 thickness 1 = 23 cIn, width 50 openings, and inclinations of 90° and 30° as shown in Fig. 3 (a) and (C) was prepared. , formwork board on one side of it (upper side in case of slope)
A drainage material layer and a drainage material layer (type shown in Figure 2-1) were laminated on the inner surface of the formwork, and they were attached to the edges of the form using industrial double-sided tape and a stapler (no drainage holes were provided). ).
この型枠内に、実施例（１）と同じ組成のコンクリート
スラリーを注入し、バイブレータで締固め、排気・脱水
を促進し、この間の脱水量を測定した。コンクリート硬
化抜脱枠し、あばた面積および表面硬度を調べた。また
、９ｏ０の型枠については、型枠表面の清掃は行わずに
コンクリートスラリーの繰返し注入実験を行い、転用可
能回数を調べた結果、何回も転用出来ることを確認した
。A concrete slurry having the same composition as in Example (1) was poured into this form, compacted with a vibrator, and pumped out and dewatered, and the amount of water removed during this period was measured. The concrete was hardened and removed, and the pock area and surface hardness were examined. In addition, as for the 9o0 formwork, experiments were conducted to repeatedly pour concrete slurry without cleaning the formwork surface, and as a result of investigating the number of times it could be used, it was confirmed that it could be used many times.
実験結果
■ あばた量
（型枠表面積に対するあばた面積の割合）傾斜角３０°
（比較例） ８゜３％
（実施例） ０．２２係
傾斜角９０°（比較例）０．６６係 ｌ
（実施例）０．１８係
（転用（２回）０．２０係、（３
回）０．１６％、（４回） ０．２１％）■ 表面硬度
（シュミットハンマーによる測定）
傾斜角３０°（比較例） ２９３ＫＶα２（実施例）
３６８に轟２
傾斜角９０°（比較例）２９０Ｋｇ／ｃｒｒＬ′（実施
例）４０６に９／ｃＴＬ２
〔発明の効果〕
この発明は以上の通りである。この型枠はコンクリート
類を注入した際、排気、脱水の機能が優れ、コンクリー
ト構造物の表面のあばたが激減し、強度、耐久性が同時
に向上する。また、型枠には多数の排水孔を穿設する必
要がないので、転用することができ、排水材、濾過材は
２００〜３００円／ｍ２程度の低コストであるので、従
来の型枠に比べ、型枠コストの大幅な節減が達成できる
。Experimental results ■ Amount of pock (ratio of pock area to formwork surface area) Inclination angle 30°
(Comparative example) 8゜3% (Example) 0.22 ratio Inclination angle 90° (Comparative example) 0.66 ratio l
(Example) 0.18 ratio (Diversion (2 times) 0.20 ratio, (3 times) 0.16%, (4 times) 0.21%) ■ Surface hardness (measured with a Schmidt hammer) Inclination angle 30° (Comparative example) 293KVα2 (Example)
368 to Todoroki 2 Inclination angle of 90° (comparative example) 290 Kg/crrL' (example) 406 to 9/cTL2 [Effects of the Invention] The present invention is as described above. This formwork has excellent exhaust and dewatering functions when concrete is poured, dramatically reducing pockmarks on the surface of concrete structures, and improving strength and durability at the same time. In addition, there is no need to drill many drainage holes in the formwork, so it can be reused, and the cost of drainage and filtration materials is low, around 200 to 300 yen/m2, so it can be used for conventional formwork. In comparison, significant savings in formwork costs can be achieved.
第１−１図、第１−２図はそれぞれこの型枠の型枠板の
一部断面で示す斜視図および型枠板に接しコンクリート
スラリーを注入した状態の断面図、第２−１図、第２−
２図、および第３−１図、第３−２図はそれぞれ型枠板
の別の態様例を示すもので、型枠板の斜視図およびコン
クリートを注入した状態の断面図である。第４図（ａ）
、（１））、（Ｃ）はそれぞれ実施例の傾斜角９０°、
４５°、３０°の型枠の断面図である。
１・・型枠板、２・・排水材層、６・・ｆ過材層、４・
・樹脂シート、５・・凸部、６・・排水孔、７・・コン
クリートスラリー。
ＷＥ ３−を図
４３−２図Figures 1-1 and 1-2 are a perspective view showing a partial cross section of the formwork plate of this formwork, a cross-sectional view of a state in which concrete slurry is injected in contact with the formwork plate, and Figure 2-1, 2nd-
FIG. 2, and FIGS. 3-1 and 3-2 show other embodiments of the form plate, and are a perspective view of the form plate and a sectional view of the form plate in a state in which concrete is poured. Figure 4(a)
, (1)), and (C) are the inclination angles of 90° in the example, respectively;
FIG. 4 is a sectional view of the formwork at 45° and 30°. 1. Formwork board, 2. Drainage material layer, 6. F overfilling layer, 4.
・Resin sheet, 5. Convex portion, 6. Drainage hole, 7. Concrete slurry. WE 3- is shown in Figure 43-2.
Claims (1)
に排水材層およびに過材層が順に積層して設けてあるこ
とを特徴とする型枠。(1) A formwork for pouring cement mortar, which is characterized by having a drainage material layer and an overfilling material layer laminated in this order on the inner surface of the formwork plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61166086A JPH0647871B2 (en) | 1986-07-15 | 1986-07-15 | Formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61166086A JPH0647871B2 (en) | 1986-07-15 | 1986-07-15 | Formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6322966A true JPS6322966A (en) | 1988-01-30 |
| JPH0647871B2 JPH0647871B2 (en) | 1994-06-22 |
Family
ID=15824726
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61166086A Expired - Fee Related JPH0647871B2 (en) | 1986-07-15 | 1986-07-15 | Formwork |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0647871B2 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6327643U (en) * | 1986-08-05 | 1988-02-23 | ||
| JPH01310061A (en) * | 1988-06-03 | 1989-12-14 | Fujimori Kogyo Kk | Concrete placing formwork and formation of concrete wall using that formwork |
| JPH0291842U (en) * | 1988-12-29 | 1990-07-20 | ||
| US5702303A (en) * | 1992-03-10 | 1997-12-30 | Kabushiki Kaisha Ace Denken | Game machine having a playing display screen |
| KR20010082431A (en) * | 2001-07-06 | 2001-08-30 | 양영규 | Formwork for concrete pouring with dewatering sheet and its casting method |
| JP2013231333A (en) * | 2012-05-01 | 2013-11-14 | Muramoto Corp | Panel material for concrete curing form, and concrete curing method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52137136A (en) * | 1976-05-12 | 1977-11-16 | Yasunaga Riken Co Ltd | Method of removing water after placing concrete and concrete shaping form |
| JPS55126345U (en) * | 1979-03-03 | 1980-09-06 | ||
| JPS60181462A (en) * | 1984-02-29 | 1985-09-17 | 日本電信電話株式会社 | Construction method of concrete dehydration frame |
| JPS62148765A (en) * | 1985-12-21 | 1987-07-02 | 株式会社熊谷組 | Construction of concrete structure |
-
1986
- 1986-07-15 JP JP61166086A patent/JPH0647871B2/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52137136A (en) * | 1976-05-12 | 1977-11-16 | Yasunaga Riken Co Ltd | Method of removing water after placing concrete and concrete shaping form |
| JPS55126345U (en) * | 1979-03-03 | 1980-09-06 | ||
| JPS60181462A (en) * | 1984-02-29 | 1985-09-17 | 日本電信電話株式会社 | Construction method of concrete dehydration frame |
| JPS62148765A (en) * | 1985-12-21 | 1987-07-02 | 株式会社熊谷組 | Construction of concrete structure |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6327643U (en) * | 1986-08-05 | 1988-02-23 | ||
| JPH0543163Y2 (en) * | 1986-08-05 | 1993-10-29 | ||
| JPH01310061A (en) * | 1988-06-03 | 1989-12-14 | Fujimori Kogyo Kk | Concrete placing formwork and formation of concrete wall using that formwork |
| JPH0291842U (en) * | 1988-12-29 | 1990-07-20 | ||
| US5702303A (en) * | 1992-03-10 | 1997-12-30 | Kabushiki Kaisha Ace Denken | Game machine having a playing display screen |
| KR20010082431A (en) * | 2001-07-06 | 2001-08-30 | 양영규 | Formwork for concrete pouring with dewatering sheet and its casting method |
| JP2013231333A (en) * | 2012-05-01 | 2013-11-14 | Muramoto Corp | Panel material for concrete curing form, and concrete curing method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0647871B2 (en) | 1994-06-22 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |