JPH04155013A - Formwork on concrete subslab - Google Patents
Formwork on concrete subslabInfo
- Publication number
- JPH04155013A JPH04155013A JP27961590A JP27961590A JPH04155013A JP H04155013 A JPH04155013 A JP H04155013A JP 27961590 A JP27961590 A JP 27961590A JP 27961590 A JP27961590 A JP 27961590A JP H04155013 A JPH04155013 A JP H04155013A
- Authority
- JP
- Japan
- Prior art keywords
- weir plate
- concrete
- shaped
- tool
- weir
- 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.)
- Pending
Links
Landscapes
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
この発明は建築物の基礎のコンクリート捨型枠工法に関
するものでりる。[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a method for constructing concrete dumping forms for building foundations.
〈従来の技術〉
従来、建築物の基礎構築に際しては、配筋を施した後に
地中に埋設される布基礎のベース部を打設するためのベ
ース型枠と布部を構成する立上り型枠とから成る型枠を
設置し、この型枠内に上方よりコンクリートを打設し、
コンクリートが硬化した後にベース部と布部との型枠を
取り外してこれら型枠を再使用するようにしている。<Conventional technology> Conventionally, when constructing the foundation of a building, a base formwork for pouring the base part of the cloth foundation, which is buried underground after reinforcing, and an upright formwork that constitutes the cloth part are used. A formwork consisting of is installed, and concrete is poured into this formwork from above,
After the concrete has hardened, the formwork for the base part and fabric part is removed and these formworks can be reused.
〈発明が解決しようとする問題点〉
併し乍ら、この様な従来の基礎横築工法では、木製型枠
等の型枠を再使用するためにこれらベース部と布部の型
枠の取り外しに非常な時間を要し、手開暇が懸かり、且
つ再使用に伴う維持管理等の問題点が一般的に見られる
。また、この様な木製型枠等に代わるものとして捨型枠
が種々提案されているが、いずれの捨型枠も施工性が合
理的でなく、繁雑で厄介であり、経済性に欠けて実用的
でない等の問題点が見られる。<Problems to be solved by the invention> However, in this conventional horizontal foundation construction method, in order to reuse the formwork such as wooden formwork, it is extremely difficult to remove the formwork of the base part and fabric part. It is time consuming, requires manual labor, and problems such as maintenance and management associated with reuse are commonly observed. In addition, various types of waste formwork have been proposed as an alternative to such wooden formwork, etc., but all of these waste formworks are unreasonable in construction, complicated and troublesome, and lack economic efficiency, making them impractical. There are problems such as not being able to meet the targets.
従って、この発明の目的はこの様な従来における問題点
を解決するために、建築物の基礎構築に際して型枠を再
使用せずに捨型枠として繊維セメント板から成るベース
部堰板と布部堰板とをL字形通し具と布部堰板受クリッ
プを用いて所要の型枠を形成して、打設したコンクリー
トと一体化することによってコンクリート硬化後に型枠
を取り外す一必要を無くして、簡単且つ経済的に施工で
きるコンクリート捨型枠工法を提供することにある。Therefore, the purpose of the present invention is to solve the problems in the prior art by using a base weir board and fabric part made of fiber cement board as waste formwork without reusing the formwork when constructing the foundation of a building. By forming the required formwork with the weir plate using an L-shaped through tool and cloth part weir plate receiving clip, and integrating it with the poured concrete, there is no need to remove the formwork after the concrete has hardened. To provide a concrete waste form construction method that can be easily and economically constructed.
〈問題点を解決するための手段〉
上述の目的を達成するために、第1の発明のコンクリー
ト捨型枠工法は、捨コンクリートの上に堰板支持具を取
付けると共に、この堰板支持具にL字形通し具を取付け
て、このL字形通し具と堰板支持具とによってベース部
堰板を設置し、L字形通し具に布部堰板受クリップを取
付けて、この布部堰板受クリップにより布部堰板を設置
し、布部堰板の上端に天端幅保持具と通し具を取付けて
控えによって布部堰板を固定して土砂を地盤面まで埋め
戻し、コンクリートを打設してコンクリートの硬化後に
天端幅保持具と控えと通し具とを取外すことから構成さ
れており、また、この第1の発明のコンクリート捨型枠
工法を実施する第2の発明のコンクリート捨型枠は、捨
コンクリートの上に堰板支持具によって支持される繊維
セメント板から成るベース部堰板、堰板支持具に取付け
られてベース部堰板の内端が係止されるL字形通し具、
L字形通し具に係止された布部堰板受クリップによりは
ダ垂直に取付支持される繊維セメント板から成る布部堰
板、布部堰板の上端に取付けられる天端幅保持具および
通し具から構成されている。<Means for solving the problem> In order to achieve the above-mentioned object, the concrete waste form frame method of the first invention attaches a weir board support on top of the waste concrete, and also attaches a weir board support to this weir board support. Attach the L-shaped threading tool, install the base weir plate using this L-shaped threading tool and the weir plate support, attach the fabric weir plate receiving clip to the L-shaped threading tool, and then attach the fabric weir plate receiving clip to the L-shaped threading tool. Install the Nunobe weir board, attach the top width holder and the threading tool to the upper end of the Nunobe weir board, fix the Nunobe weir board with retainers, backfill earth and sand to the ground level, and pour concrete. and removing the top width holder, the retainer, and the threading tool after the concrete has hardened, and the concrete waste form frame of the second invention implements the concrete waste form frame construction method of the first invention. includes a base weir plate made of a fiber cement board supported by a weir plate support on top of waste concrete, an L-shaped through tool attached to the weir plate support and with which the inner end of the base weir plate is locked;
A cloth weir plate made of fiber cement board is vertically installed and supported by a cloth weir plate receiving clip that is locked to an L-shaped passage tool, a top width holder and a passer are attached to the upper end of the cloth weir plate. It consists of tools.
〈作 用〉
この様に構成された第1および第2の発明においては、
繊維セメント板から成るベース部堰板と布部堰板とを、
堰板支持具とL字形通し具と布部堰板受クリップと天端
幅保持具とによって所要の型枠構造に組立構成し、コン
クリートの打設後にベース部堰板と布部堰板とを捨型枠
とすることによって非常に簡単に且つ熟練を要せずに短
期間に施工することが出来る。<Function> In the first and second inventions configured in this way,
The base part weir board and the cloth part weir board are made of fiber cement board,
The weir plate support, the L-shaped through tool, the fabric weir plate receiving clip, and the top width holder are assembled into the required formwork structure, and after concrete is poured, the base weir plate and fabric weir plate are assembled. By using waste formwork, it can be constructed very easily and in a short period of time without requiring any skill.
この発明の他の目的と特長および利点は以下の添付図面
に沿っての詳細な説明によって明らかに成ろう。Other objects, features and advantages of the invention will become apparent from the following detailed description taken in conjunction with the accompanying drawings.
〈実 施 例〉
図面の第1図乃至第6図にはこの発明のコンクリート捨
型枠工法を実施するためのコンクリート捨型枠の一例が
示されており、図示される様に、この発明のコンクリー
ト捨型枠工法を実施するためのコンクリート捨型枠10
は、捨コンクリート2の上に堰板支持具11によって支
持されるL形の繊維セメント板14から成るベース部堰
板12と、堰板支持具11に取付けられたL字形通し具
15と、このL字形通し具15に取付けられた布部堰板
受クリップ16と、布部堰板受クリップ16によっては
り垂直に取付支持される繊維セメント板18から成る布
部堰板17と、この布部堰板17の上端に取付けられる
天端幅保持具19および通し具20とから主に構成され
ている。<Example of implementation> Figures 1 to 6 of the drawings show an example of a concrete waste form for carrying out the concrete waste form method of the present invention. Concrete waste form 10 for implementing the concrete waste form method
The base weir plate 12 consists of an L-shaped fiber cement board 14 supported by a weir plate support 11 on the concrete waste 2, an L-shaped passage tool 15 attached to the weir plate support 11, and A fabric weir plate receiving clip 16 attached to the L-shaped passage tool 15, a fabric weir plate 17 made of a fiber cement board 18 vertically attached and supported by the fabric weir plate receiving clip 16, and this fabric weir It mainly consists of a top width holder 19 and a threading tool 20 attached to the upper end of the plate 17.
図示される様に、ベース部堰板12と布部堰板17はコ
ンクリートとのなじみが良く且つコンクリートとの付着
が良好な材料が用いられ、例えば石線スレート、ノンア
スベストスレート、パルプセメント板等の繊維セメント
板が好適で、他に木片セメント板、けい酸カルシウム板
等も使用することが出来る。As shown in the figure, the base weir plate 12 and cloth weir plate 17 are made of materials that are compatible with concrete and have good adhesion to concrete, such as stone wire slate, non-asbestos slate, pulp cement board, etc. Fiber cement boards are suitable, and wood chip cement boards, calcium silicate boards, etc. can also be used.
先ず、繊維セメント板14がら成るベース部堰板12は
、墨出しされた捨コンクリート2の上に第1図に示され
る様な金属板材やプラスチック材で造られた堰板支持具
11によって取付支持される。この堰板支持具11は第
2図乃至第4図に明示される様に鉄やアルミニウム等の
金属板やプラスチック材ではり逆U字形に造られて、上
部中央に突出部24が形成され、この突出部24の左右
にL字形通し具取付用の孔26が設けられており、この
孔26にねじやボルト或はリベットによってL字形通し
具15が現場で取付は出来るようになっている。但し、
L字形通し具15の取付は方法はこれに限定されるわけ
ではなく押えクリップを用いて取付けてもよく、或は堰
板支持具11上に爪を設けておき、これによりL字形通
し具15を取り付けてもよい、更に、堰板支持具11の
両側の脚部25の下端には横方向に延びる取付部27が
設けられている。この取付部27にはほり中央にスリッ
ト28が好適に設けられていて、第4図に示される様に
現場においてベース幅に応じてスリット28において折
り曲げて切断して、所定の幅を維持することが出来るよ
うになっている。また、堰板支持具11は取付孔29に
おいて捨コンクリート2にコンクリート釘3等によって
固着される。First, the base weir plate 12 made of fiber cement board 14 is mounted and supported on the marked waste concrete 2 by the weir plate support 11 made of metal plate material or plastic material as shown in FIG. be done. As clearly shown in FIGS. 2 to 4, this weir plate support 11 is made of a metal plate such as iron or aluminum or plastic material in an inverted U shape, and has a protrusion 24 formed in the center of the upper part. Holes 26 for attaching L-shaped passages are provided on the left and right sides of this protrusion 24, and the L-shaped passages 15 can be attached to these holes 26 on-site using screws, bolts, or rivets. however,
The method for attaching the L-shaped passer 15 is not limited to this, and it may be attached using a presser clip, or by providing a claw on the weir plate support 11, the L-shaped passer 15 can be attached. Furthermore, attachment portions 27 extending in the horizontal direction are provided at the lower ends of the leg portions 25 on both sides of the weir plate support 11. This mounting part 27 is suitably provided with a slit 28 in the center of the drill, and as shown in FIG. 4, it can be bent and cut at the slit 28 according to the base width at the site to maintain a predetermined width. is now possible. Further, the weir plate support 11 is fixed to the waste concrete 2 through the attachment hole 29 with concrete nails 3 or the like.
ベース部堰板12は断面り字形の、例えばL字形の繊維
セメント板14が好適で、捨コンクリート2の上に取付
けられた堰板支持具11の突出部24に隣接して取付け
られたL字形通し具15に対してL字形の繊維セメント
板14の内側端が当接され、後述の布部堰板受クリップ
16の抑止部33によって抑えられる。The base weir plate 12 is preferably a fiber cement board 14 having an L-shaped cross section, for example, an L-shaped fiber cement plate 14 that is attached adjacent to the protrusion 24 of the weir plate support 11 attached to the top of the waste concrete 2. The inner end of the L-shaped fiber cement board 14 is brought into contact with the threading tool 15, and is restrained by a restraining part 33 of a fabric weir plate receiving clip 16, which will be described later.
L字形通し具15は第2図に明示される様な断面形状が
好適で、堰板支持具11の突出部24の横に穿けられた
孔26にねじやボルト或はリベット等によって現場で適
宜取付けられる。また、必要に応じては先に述べた様に
押えクリップを用いてL字形通し具15を取付けたり、
或は堰板支持具11上に爪を設けてL字形通し具15を
取付けることも出来る。The L-shaped passage tool 15 preferably has a cross-sectional shape as shown in FIG. Installed. If necessary, the L-shaped threading tool 15 can be attached using the presser clip as described above.
Alternatively, a claw may be provided on the weir plate support 11 to attach the L-shaped passage tool 15.
布部堰板受クリップ16は第1図、第2図および第5図
に示される様に、堰板支持具12とはダ同じ幅に金属板
やプラスチック材で図示の屈曲した形状に造られ、布部
堰板17を受ける漬31と、L字形通し具15に係止さ
れる係止部32と、ベース部堰板12の端部を抑える抑
止部33とが設けられている。As shown in FIGS. 1, 2, and 5, the weir plate support clip 16 is made of a metal plate or plastic material and has the same width as the weir plate support 12 in the bent shape shown in the figure. , a pick 31 for receiving the fabric part dam plate 17, a locking part 32 to be locked to the L-shaped passer 15, and a restraining part 33 to suppress the end of the base part dam plate 12 are provided.
布部堰板17は、例えば繊維セメント板18が好適で、
必要に応じては繊維セメント板に小孔を設けた有孔板を
使用することが出来、第1図に示される様にl−字形通
し具15に係止された布部堰板受クリップ16の渭31
に下端が嵌め込まれては一′垂直に支持され、上部に天
端幅保持具1つが取付けられる。For example, a fiber cement board 18 is suitable for the Nunobe weir board 17,
If necessary, a perforated fiber cement board with small holes can be used, and as shown in FIG. no 31
The lower end is fitted into the holder and supported vertically, and a top width holder is attached to the upper part.
天端幅保持具1つは適宜な金属板やプラスチック材から
第1図および第6図に示される様な形状に造られ、第1
図に示される如く布部堰板17をは一゛垂直に、且つ平
行に間隔を!いて保持するように布部堰板17の上端が
嵌め込まれる爪35が打抜折曲げ或は成形、或は接着
溶接等によって設けられると共に、通し具20を取付け
るための溝部36が形成されていて、両側の取付孔37
にチェノ22を懸けて控え21をとることが出来るよう
に成っている。また、この天端幅保持具19の中央には
アンカーボルトのための孔39を設けるのが好適である
。One top width holder is made of a suitable metal plate or plastic material into the shape shown in Figures 1 and 6.
As shown in the figure, the cloth weir plates 17 are spaced vertically and parallel to each other. The claw 35 into which the upper end of the cloth weir plate 17 is fitted is punched, bent, molded, or glued so as to hold it in place.
It is provided by welding or the like, and a groove 36 for attaching the through tool 20 is formed, and attachment holes 37 on both sides are formed.
It is designed so that you can bet cheno 22 on the other hand and take the reserve 21. Further, it is preferable to provide a hole 39 for an anchor bolt in the center of this top width holder 19.
この様に構成されたこの発明のコンクリート捨型枠10
を用いるコンクリート捨型枠工法は次の様な施工順序に
従って実施される。Concrete waste form frame 10 of the present invention configured in this way
The concrete waste form construction method using concrete is carried out according to the following construction order.
先ず、捨コンクリート2の上に墨出し1で鉄筋を組立て
、堰板支持具11をコンクリート釘3で捨コンクリート
2に固定すると同時に、L字形通し具15をねじやボル
ト或はリベ・lトで取付けて固定する。また、必要に応
じては、このL字形通し具15を押えクリップや爪を用
いて取付けることも出来る0次いで、このL字形通し具
15にL字形繊維セメント板14の様なベース部堰板1
2の内側端を係止させると共に、ベース部堰板】2の他
方の下端を堰板支持具11の下部の取付部27の折曲さ
れた端部30に係止してベース部堰板12を取付ける。First, assemble reinforcing bars on the waste concrete 2 with markings 1, and fix the weir plate support 11 to the waste concrete 2 with concrete nails 3, and at the same time, attach the L-shaped through-holes 15 with screws, bolts, or rivets. Install and secure. If necessary, this L-shaped threading tool 15 can also be attached using a holding clip or a nail.
At the same time, the other lower end of the base dam plate 2 is locked to the bent end 30 of the lower attachment part 27 of the dam plate support 11, and the base dam plate 12 is fixed. Install.
この時に、必要に応じては、このベース部堰板12の下
端の取付部27をスリット28にて折り曲げて分断して
、所要のツーチン幅にセットしてコンクリート釘4で捨
コンクリート2に固定することも出来る。また、このL
字形通し具15に布部堰板受クリップ16を係止して取
付ける。At this time, if necessary, the attachment part 27 at the lower end of the base weir plate 12 is bent and separated at the slit 28, set to the required width, and fixed to the waste concrete 2 with concrete nails 4. You can also do that. Also, this L
The cloth part weir plate receiving clip 16 is locked and attached to the letter-shaped threading tool 15.
次に、繊維セメント板18、或はこれの有孔板等の布部
堰板17の下端を布部堰板受クリップ16の渭31に差
し込んで取付けて布部堰板17をは)゛垂直に保持する
と共に、布部堰板17の上端に天端幅保持具19を取付
けて画布部堰板17を大体平行に間隔を置いて取付保持
する6次いで、天端幅保持具19の溝部36に通し具2
0を取付けて一層強固に補強する。こうして、布部堰板
17が取付けられたならば、天端幅保持具19の両側に
チェノ22を懸けて緊張することによって控え21をと
って布部堰板17をしっかりと固定する。また、必要に
応じては、布部堰板17の中央に適宜な補強用の緊張部
材を設けることが出来る。Next, insert the lower end of the cloth weir plate 17, such as a fiber cement board 18 or a perforated board thereof, into the arm 31 of the cloth weir plate receiving clip 16 and attach it to the cloth weir plate 17. At the same time, the top width holder 19 is attached to the upper end of the cloth part dam board 17, and the canvas part dam board 17 is attached and held approximately parallel to each other at intervals.6 Next, the groove part 36 of the top width holder 19 Passing tool 2
0 to further strengthen it. Once the cloth weir plate 17 has been attached in this way, the chino 22 is hung on both sides of the top width holder 19 and tensioned, thereby removing the retainer 21 and firmly fixing the cloth weir plate 17. Further, if necessary, an appropriate reinforcing tension member can be provided at the center of the cloth weir plate 17.
この様にこの発明のコンクリート捨型枠10が構成され
たならば、ベース部堰板12と布部堰板17の一部が隨
れる地盤面まで土砂5を埋め戻して、コンクリート1を
打設すれば、基礎の構築が行われる。コンクリート1を
打設してコンクリート1が硬化したならば、控え21の
チェノ22と通し具20と天端幅保持具19とを取外し
、布部堰板17とベース部堰板12を捨型枠とすること
で、非常に簡単に且つ短期間に熟練を要すること無く建
築物の基礎が構築でき、同等手間や暇を懸けることなく
経済的且つ実用的に施工できる。Once the concrete waste form 10 of the present invention is constructed in this way, earth and sand 5 is backfilled to the ground surface where a portion of the base weir plate 12 and cloth part weir plate 17 are buried, and concrete 1 is poured. Then the foundation will be built. Once the concrete 1 has been poured and the concrete 1 has hardened, remove the chino 22 of the retainer 21, the through tool 20, and the top width holder 19, and remove the cloth weir plate 17 and the base weir plate 12 from the formwork. By doing so, the foundation of a building can be constructed very easily and in a short period of time without requiring any skill, and it can be constructed economically and practically without requiring the same amount of time and effort.
また、必要に応じては布部堰板17の外側からモルタル
仕上げを施すことも出来、この場合には特に布部堰板1
7は有孔板が一層好適である。更に、取外した天端幅保
持具19やチェノ22および通し具20は繰返し再度使
用することが出来る。Furthermore, if necessary, mortar finishing can be applied from the outside of the cloth part weir plate 17, and in this case, especially the cloth part weir plate 1
As for 7, a perforated plate is more suitable. Furthermore, the removed top width holder 19, chino 22, and threading tool 20 can be used repeatedly.
また、配筋は従来通りでも良く、工場で一部予め造った
ものを適宜用いても良い。Further, the reinforcement arrangement may be the same as in the past, or may be partially pre-fabricated in a factory and used as appropriate.
〈発明の効果〉
上述した様に、この発明のコンクリート捨型枠工法に依
れば、ベース部堰板を堰板支持具とL字形通し具と布部
堰板受クリップとを用いて固定支持すると共に、布部堰
板を布部堰板受クリップと天端幅保持具とを用いて固定
支持して所要の型枠を組立て構成して、コンクリートを
この型枠に打設して強固な基礎を簡単に短期間に構築で
き、同等特別な熟練を要せず、特に繊維セメント板の様
なコンクリートに馴じみの良いものを堰板に使用してコ
ンクリートとの一体化を図かることが出来、型枠構成後
にベース部と布部の一部を埋め戻して周囲から固定支持
することによってベース部堰板と布部堰板がコンクリー
ト打設時のコンクリートによる圧力に対して一層しっか
りと固持できて好適で、手間暇懸けることなく安価に経
済的に基礎を構築できる等の効果が得られる。<Effects of the Invention> As described above, according to the concrete waste form construction method of the present invention, the base weir plate can be fixed and supported using the weir plate support, the L-shaped through tool, and the fabric weir plate receiving clip. At the same time, the Nunobe weir plate is fixedly supported using the Nunobe weir plate receiving clip and the top width holder, the required formwork is assembled and constructed, and concrete is poured into this formwork to make it strong. The foundation can be easily constructed in a short period of time, no special skill is required, and materials that are compatible with concrete, such as fiber cement boards, can be used for the weir board to integrate it with the concrete. Once the formwork has been constructed, the base part and part of the cloth part are backfilled and fixedly supported from the surrounding area, so that the base part weir board and the cloth part weir board are more firmly supported against the pressure of concrete during concrete pouring. It is convenient to use, and provides effects such as being able to construct a foundation economically and inexpensively without spending much time and effort.
第1図はこの発明のコンクリート捨型枠工法に依って構
成される捨型枠の一実施例を示す断面図、第2図はL字
形通し具と布部堰板受りリッーブ部分の拡大部分図、第
3図は堰板支持具の斜視図で、第4図は堰板支持具の一
部の斜視図、第5図は布部堰板受クリップの斜視図、第
6図は天端幅保持具の斜視図である0図中、トコンクリ
ート、2:捨コンクリート、3:コンクリート釘、5:
土砂、10:コンクリート捨型枠、11;堰板支持具、
12:ベース部堰板、15:L字形通し具、16:布部
堰板受クリップ、17:布部堰板、19:天端幅保持具
、20:通し具、21:控え。
第1図
第2図Fig. 1 is a sectional view showing an embodiment of a waste form frame constructed by the concrete waste form frame construction method of the present invention, and Fig. 2 is an enlarged portion of the L-shaped through tool and the rib part of the cloth part weir board receiver. Fig. 3 is a perspective view of the weir plate support, Fig. 4 is a perspective view of a part of the weir plate support, Fig. 5 is a perspective view of the fabric weir plate support clip, and Fig. 6 is the top end. In Figure 0, which is a perspective view of the width holder, concrete, 2: waste concrete, 3: concrete nail, 5:
Earth and sand, 10: Concrete waste form, 11; Weir plate support,
12: Base part weir plate, 15: L-shaped passing tool, 16: Cloth part weir plate receiving clip, 17: Cloth part weir plate, 19: Top width holder, 20: Passing tool, 21: Retainer. Figure 1 Figure 2
Claims (2)
に、この堰板支持具にL字形通し具を取付けて、このL
字形通し具と堰板支持具とによってベース部堰板を設置
し、L字形通し具に布部堰板受クリップを取付けて、こ
の布部堰板受クリップにより布部堰板を設置し、布部堰
板の上端に天端幅保持具と通し具を取付けて控えによっ
て布部堰板を固定して土砂を地盤面まで埋め戻し、コン
クリートを打設してコンクリートの硬化後に天端幅保持
具と控えと通し具とを取外すことから構成されたことを
特徴とするコンクリート捨型枠工法。(1) Attach a weir plate support on top of the waste concrete, and attach an L-shaped through tool to this weir plate support, and
Install the base weir plate using the L-shaped threading tool and the weir plate support, attach the fabric weir plate receiving clip to the L-shaped threading tool, install the fabric weir plate using the fabric weir plate receiving clip, and then Attach the top width retainer and threading tool to the upper end of the weir plate, fix the cloth part weir plate with retainers, backfill earth and sand to the ground level, pour concrete, and remove the top width retainer after the concrete hardens. A concrete waste form construction method characterized in that it consists of removing a retainer and a threading tool.
れる繊維セメント板から成るベース部堰板、該堰板支持
具に取付けられてベース部堰板の内端が係止されるL字
形通し具、L字形通し具に係止された布部堰板受クリッ
プによりほゞ垂直に取付支持される繊維セメント板から
成る布部堰板、布部堰板の上端に取付けられる天端幅保
持具および通し具から構成されたことを特徴とするコン
クリート捨型枠。(2) A base weir plate consisting of a fiber cement board supported by a weir plate support on the concrete, an L to which the inner end of the base weir plate is locked when attached to the weir plate support. A cloth weir plate made of fiber cement board that is installed and supported almost vertically by a cloth weir plate receiving clip that is locked to a L-shaped passage tool, and a top width that is attached to the upper end of the cloth weir plate. A concrete waste form comprising a holding tool and a threading tool.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27961590A JPH04155013A (en) | 1990-10-18 | 1990-10-18 | Formwork on concrete subslab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27961590A JPH04155013A (en) | 1990-10-18 | 1990-10-18 | Formwork on concrete subslab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH04155013A true JPH04155013A (en) | 1992-05-28 |
Family
ID=17613453
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP27961590A Pending JPH04155013A (en) | 1990-10-18 | 1990-10-18 | Formwork on concrete subslab |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH04155013A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07300862A (en) * | 1994-05-09 | 1995-11-14 | Toshimitsu Funaki | Architectural concrete foundation for building or the like |
| JPH08105060A (en) * | 1994-10-04 | 1996-04-23 | Toshimitsu Funaki | Exposed concrete foundation of building and the like |
| JP2020051201A (en) * | 2018-09-28 | 2020-04-02 | 大和ハウス工業株式会社 | Multistage foundation forming formwork stacking panel and multistage foundation formation formwork |
-
1990
- 1990-10-18 JP JP27961590A patent/JPH04155013A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07300862A (en) * | 1994-05-09 | 1995-11-14 | Toshimitsu Funaki | Architectural concrete foundation for building or the like |
| JPH08105060A (en) * | 1994-10-04 | 1996-04-23 | Toshimitsu Funaki | Exposed concrete foundation of building and the like |
| JP2020051201A (en) * | 2018-09-28 | 2020-04-02 | 大和ハウス工業株式会社 | Multistage foundation forming formwork stacking panel and multistage foundation formation formwork |
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