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JPH0759817B2 - Abandoned formwork foundation and its construction method - Google Patents
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JPH0759817B2 - Abandoned formwork foundation and its construction method - Google Patents

Abandoned formwork foundation and its construction method

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Publication number
JPH0759817B2
JPH0759817B2 JP2117715A JP11771590A JPH0759817B2 JP H0759817 B2 JPH0759817 B2 JP H0759817B2 JP 2117715 A JP2117715 A JP 2117715A JP 11771590 A JP11771590 A JP 11771590A JP H0759817 B2 JPH0759817 B2 JP H0759817B2
Authority
JP
Japan
Prior art keywords
vertical
ceramic porcelain
porcelain plate
reinforcing bar
ceramic
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
Application number
JP2117715A
Other languages
Japanese (ja)
Other versions
JPH0416629A (en
Inventor
康雄 三好
Original Assignee
北海道農材工業株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 北海道農材工業株式会社 filed Critical 北海道農材工業株式会社
Priority to JP2117715A priority Critical patent/JPH0759817B2/en
Publication of JPH0416629A publication Critical patent/JPH0416629A/en
Publication of JPH0759817B2 publication Critical patent/JPH0759817B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention 【産業上の利用分野】[Industrial applications]

本発明は捨型枠基礎とその構築法に関する。 The present invention relates to a dead frame foundation and its construction method.

【従来の技術とその課題】[Prior art and its problems]

上部構造からの荷重を地盤に伝える下部構造である基礎
の構築は、従来、型枠の組み付け、コンクリートの打
設、コンクリート硬化後の型枠の解体撤去、打設コンク
リート表面のモルタル仕上げ等の各工程により行われて
いるところである。 しかし、特に近時は、型枠大工の不足,木材資源の枯渇
等に起因し、工程の簡略化と資材の有効利用が要請され
ている。 本発明は、かかる要請に応じ鋭意研究の結果完成したも
ので、鉄筋ネットにセラミック陶板を装架して捨型枠を
形成し、その捨型枠内に生コンクリートまたはモルタル
を打設することにより所期の目的を達成しようとするも
のである。
Conventionally, the foundation of the lower structure that transfers the load from the upper structure to the ground has been done by assembling the formwork, placing concrete, removing the formwork after concrete hardening, mortar finishing the concrete surface, etc. This is being done by the process. However, especially recently, due to a lack of carpentry for formwork, exhaustion of wood resources, etc., simplification of the process and effective use of materials are demanded. The present invention has been completed as a result of earnest research in response to such a request, by mounting a ceramic porcelain plate on a rebar net to form a scrap frame, and by pouring fresh concrete or mortar into the scrap frame. It is intended to achieve the intended purpose.

【課題を解決するための手段】[Means for Solving the Problems]

請求項1の本発明捨型枠基礎は、所要の間隔をおいて対
設した鉄筋ネットb,bの縦筋4にセラミック陶板aの内
側耐力部1に一体成型の縦筋嵌合部3が嵌合され、セラ
ミック陶板aが破れ目地あるいはいも目地等適宜の積み
方によって装架された捨型枠cの内部にコンクリートあ
るいはモルタルdが打設充填されている。 請求項2の本発明捨型枠基礎は、上記に加え、縦筋4に
巻回した針金状押え12の両端が、セラミック陶板aに設
けた縦細孔13に挿着されている。 請求項3の本発明捨型枠基礎は、さらに上記に加え、鉄
筋ネットb,bが基礎主筋6を間に位置させて対設されて
いるとともに、その鉄筋ネットb,bの所要の縦筋4の適
宜の高さのところに幅止め筋8が掛けられている。 請求項4の本発明捨型枠基礎は、さらに上記に加え、下
段のセラミック陶板aの上端面11と上段のセラミック陶
板の下端面12との間に無機質接着剤9が塗布されてい
る。 請求項5の本発明捨型枠基礎の構築法は、鉄筋ネットb,
bを所要の間隔をおいて対設するとともに、その鉄筋ネ
ットb,bに、内側耐力部1に一体成型の縦筋嵌合部3を
有する多数のセラミック陶板aを、縦筋嵌合部3を上記
縦筋4に嵌合させつつ破れ目地あるいはいも目地等適宜
の積み方により装架して、捨型枠cを形成し、その捨型
枠c内に生コンクリートあるいはモルタルdを打設充填
するものである。 請求項6の本発明捨型枠基礎の構築法は、上記に加え、
鉄筋ネットb,bを、基礎主筋6を間に位置させて対設さ
せ、その鉄筋ネットb,bの所要の縦筋4の適宜の高さの
ところに幅止め筋8を掛けるものである。 請求項7の本発明捨型枠基礎の構築法は、さらに上記に
加え、下段のセラミック陶板aの上端面11と上段のセラ
ミック陶板の下端面12との間に無機質接着剤9を塗布す
るものである。
In the scrap frame foundation of the present invention according to claim 1, the longitudinal reinforcements 4 of the reinforcing nets b, b, which are arranged opposite to each other at a required interval, have the integrally formed longitudinal reinforcement fitting portion 3 in the inner bearing portion 1 of the ceramic porcelain a. Concrete or mortar d is poured and filled into the inside of the scrap frame c fitted and fitted with the ceramic porcelain plate a by a suitable stacking method such as tear joints or potato joints. In addition to the above, in the scrap frame base of the present invention of claim 2, both ends of the wire-like presser foot 12 wound around the vertical streak 4 are inserted into the vertical pores 13 provided in the ceramic porcelain plate a. In addition to the above, the scrap frame foundation of the present invention according to claim 3 further comprises reinforcing bar nets b, b arranged opposite to each other with the main reinforcing bar 6 positioned therebetween, and required vertical bars of the reinforcing bar nets b, b. A width stop bar 8 is hung at an appropriate height of 4. The present invention捨型frame basis according to claim 4, further addition to the above, inorganic adhesive 9 is applied between the lower end surface 1 2 of the upper end face 1 1 and the upper ceramic ceramic plate of the lower ceramic ceramic plate a . The construction method of the dead frame foundation of the present invention according to claim 5 is the reinforcing bar net b,
The b reinforcing rods b and b are provided with a large number of ceramic porcelain plates a each having an inner force-bearing portion 1 and a longitudinally fitting portion 3 integrally formed with the reinforcing rod nets b and b. Is fitted to the vertical streaks 4 and mounted by a suitable stacking method such as a tear joint or a potato joint to form a scrap frame c, and the concrete scrap c is filled with fresh concrete or mortar d. To do. In addition to the above, the method for constructing the dead frame foundation of the present invention according to claim 6 is,
Reinforcing bar nets b and b are placed opposite to each other with the main reinforcing bar 6 located between them, and the width stop bar 8 is hung at a proper height of the required longitudinal bar 4 of the reinforcing bar nets b and b. The present invention捨型frame construction method of the foundation according to claim 7, further adding to the above, coating an inorganic adhesive 9 between the lower end surface 1 2 of the upper end face 1 1 and the upper ceramic ceramic plate of the lower ceramic ceramic plate a To do.

【作用】[Action]

本発明捨型枠基礎は、セラミック陶板の内側耐力部に一
体成型の縦筋嵌合部が、対設した鉄筋ネットの縦筋に嵌
合され、該鉄筋ネットにセラミック陶板が破れ目地ある
いはいも目地等適宜の積み方において装架された捨型枠
の内部にコンクリートあるいはモルタルが打設充填され
た極めて強固なものである。 本発明捨型枠基礎の構築法によれば、従来のようににコ
ンクリート硬化後の型枠の解体撤去、打設コンクリート
表面のモルタル仕上げ等の各工程を採ることなしに効率
よくかつ型枠資材を基礎の一部として使用することによ
って経済的に所期の基礎を構築できる。
The scrap frame base of the present invention is such that the longitudinal reinforcing member integrally formed on the inner bearing portion of the ceramic porcelain plate is fitted to the vertical reinforcing bar of the opposing reinforcing net, and the ceramic porcelain plate is broken into the reinforcing bar net and the joint or potato joint is jointed. It is a very strong one in which concrete or mortar is placed and filled in the inside of a scrap frame mounted by an appropriate stacking method. According to the method of constructing a waste formwork foundation of the present invention, it is possible to efficiently and effectively remove formwork materials without taking steps such as dismantling and removal of formwork after concrete hardening, mortar finishing of the surface of cast concrete as in the conventional case. Can be used economically to build the desired foundation.

【実施例】【Example】

以下図示の実施例について詳述する。 aは例えば高さ150mm,幅300mmの横長方形のセラミック
陶板で、それは、内側耐力部1と外側化粧部2とからな
り、かつ内側耐力部一はその外面に約150mmの間隔をお
いて縦筋嵌合部3,3を一体成型してなる。 上記内側耐力部1と外側化粧部2とは該セラミック陶板
aの1つの対角線に沿って前者を上向きに後者を下向き
に偏倚させた状態において成型されており、これによっ
て、第1に、外側化粧部2は、上端面21を下向きの傾斜
面として内側耐力部1の上端面11より下方に位置させる
とともに、下端面22を内側耐力部1の下端面12より下方
に突出させ、第2に、外側化粧部2の左端面23を内側耐
力部1の左端面13の左外方に突出させるとともに、内側
耐力部1の右端面14を外側化粧部2の右端面24より右外
方に突出させている。 bは鉄筋ネットで、それは複数本の縦筋4と横筋5と
を、所要の大きさ例えば高さ300mm,幅150mmの多数の区
画を形成するようにして溶接等により組み立てたもので
ある。 得ようとする捨型枠基礎の構築は次のようにして実施す
る。 基盤7に所定の基礎主筋6を配筋支持し、その基盤7
に、上記鉄筋ネットb,bを、基礎主筋6を間に位置させ
て対設し、適宜の高さのところで所要の縦筋4,4間に幅
止め筋8を掛け、両側の鉄筋ネットb,bをしっかりと保
持する。 そして、上記セラミック陶板aを鉄筋ネットb,bの外側
面に、その縦筋嵌合部3,3を縦筋4,4に嵌合させながら、
例えば第4図の破れ目地あるいはいも目地等所望の積み
方を採用して装架する。 この場合において、下段のセラミック陶板aの内側耐力
部1の上端面11に無機質接着剤9を塗布し、それに上段
のセラミック陶板aの内側耐力部1の下端面12を合致さ
せて該上段のセラミック陶板aを積み重ねる。 また、横筋5が位置することになる段のセラミック陶板
aの縦筋嵌合部3,3については、その横筋5を通過させ
るのに必要な程度に切欠10しておくものであり、同様に
幅止め筋8が位置することになる段のセラミック陶板a
については、内側耐力部1及び縦筋嵌合部3の対応部分
を予め切欠11しておく。 上記により、多数のセラミック陶板aを鉄筋ネットbに
装架してなる捨型枠cが基盤7上に設立形成されるの
で、その後は、この捨型枠c内に生コンクリートあるい
はモルタルdを打設充填する。 これによって、捨型枠cが、基礎主筋6を間に位置させ
て対設した鉄筋ネットb,bに多数のセラミック陶板a
を、その縦筋嵌合部3を縦筋4に嵌合して装架するとと
もに、所要の縦筋4の適宜の高さのところに幅止め筋8
を掛け、しかも、下段のセラミック陶板aの上端面11
上段のセラミック陶板の下端面12との間に無機質接着剤
9を塗布してなり、その捨型枠cの内部にコンクリート
あるいはモルタルdが打設充填された所期の捨型枠基礎
を構築できるものである。 なお、セラミック陶板aの縦筋嵌合部3が、その仕上が
り誤差あるいは損傷切欠等により、鉄筋ネットbの縦筋
4に対する嵌合が不十分なとき、それをしっかりさせる
ために、縦筋4に巻回した針金状押え12の両側を、内側
耐力部1に貫設してある縦細孔13に挿着するようにした
例を第8図に示した。
The illustrated embodiment will be described in detail below. a is, for example, a horizontal rectangular ceramic porcelain plate having a height of 150 mm and a width of 300 mm, which is composed of an inner proof portion 1 and an outer decorative portion 2, and the inner proof portion 1 is provided with vertical stripes at an outer surface of about 150 mm. The fitting parts 3, 3 are integrally molded. The inner proof portion 1 and the outer decorative portion 2 are formed in a state in which the former is biased upward and the latter is biased downward along one diagonal line of the ceramic porcelain plate a. part 2, with is located below the upper end face 1 1 of the inner strength portion 1 a top end surface 2 1 a downward inclined surface, a bottom surface 2 2 protrudes from the lower end surface 1 2 of the inner strength portion 1 downward, second, the outer decorative portion at the left end surface 2 3 are made to protrude left outward of the left end surface 1 3 of the inner strength portion 1 of 2, the right end face 2 of the right end surface 1 4 of the inner strength portion 1 outside the decorative part 2 It is projected to the right outside of 4 . Reference numeral b denotes a reinforcing bar net, which is a plurality of vertical bars 4 and horizontal bars 5 assembled by welding or the like so as to form a large number of sections having a required size, for example, a height of 300 mm and a width of 150 mm. The construction of the scrap frame foundation to be obtained is carried out as follows. A predetermined foundation main bar 6 is arranged and supported on the base 7, and the base 7
, The reinforcing bar nets b and b are placed opposite to each other with the main reinforcing bar 6 positioned between them, and the width-fixing bar 8 is hung between the required vertical bars 4 and 4 at an appropriate height, and the reinforcing bar nets b on both sides are Holds b firmly. Then, while fitting the ceramic porcelain plate a to the outer surface of the reinforcing bar nets b and b and the vertical bar fitting portions 3 and 3 to the vertical bars 4 and 4,
For example, a desired jointing method such as a broken joint or a potato joint shown in FIG. 4 is adopted for mounting. In this case, the inorganic adhesive 9 is applied to the upper end face 1 1 of the inner strength portion 1 of the lower ceramic ceramic plate a, it made to match the lower end surface 1 2 of the inner strength portion 1 of the upper ceramic ceramic plate a upper stage The ceramic ceramic plates a are stacked. Further, the vertical streak fitting portions 3, 3 of the ceramic porcelain plate a on which the horizontal streak 5 is to be located are notched 10 to the extent necessary to allow the horizontal streak 5 to pass through. Ceramic porcelain plate a where the width stop bar 8 is located
As for, the corresponding portions of the inner proof portion 1 and the vertical streak fitting portion 3 are cut out 11 in advance. By the above, since the scrap frame c made by mounting a large number of ceramic porcelain plates a on the rebar net b is established and formed on the base 7, after that, the concrete concrete or the mortar d is poured into the scrap frame c. Set and fill. As a result, the scrap frame c has a large number of ceramic porcelain plates a on the rebar nets b, b that are arranged opposite to each other with the basic main bar 6 positioned therebetween.
The vertical streak fitting portion 3 is fitted to the vertical streak 4 to be mounted, and the width stop streak 8 is provided at an appropriate height of the required vertical streak 4.
The hanging, moreover, it was applied an inorganic adhesive 9 between the lower end surface 1 2 of the upper end face 1 1 and the upper ceramic ceramic plate of the lower ceramic ceramic plate a, concrete or mortar into the interior of the捨型frame c It is possible to construct the desired scrap frame foundation in which d is poured and filled. In addition, when the vertical bar fitting portion 3 of the ceramic porcelain plate a is insufficiently fitted to the vertical bar 4 of the reinforcing bar net b due to a finishing error or a damage notch, etc., the vertical bar 4 is secured to the vertical bar 4 in order to secure it. FIG. 8 shows an example in which both sides of the wound wire-shaped presser 12 are inserted into the longitudinal pores 13 penetrating the inner force-bearing portion 1.

【発明の効果】 以上述べたところから明らかなように、請求項1〜4の
本発明捨型枠基礎は、セラミック陶板の内側耐力部に一
体成型の縦筋嵌合部が、対設した鉄筋ネットの縦筋に嵌
合され、該鉄筋ネットにセラミック陶板が破れ目地ある
いはいも目地等適宜の積み方において装架された捨型枠
の内部にコンクリートあるいはモルタルが打設充填され
た極めて強固なものである。 また、請求項5〜7の本発明捨型枠基礎の構築法によれ
ば、従来のようにコンクリート硬化後の型枠の解体撤
去、打設コンクリート表面のモルタル仕上げ等の各工程
を採ることなしに効率よくかつ型枠資材を基礎の一部と
して使用することによって経済的に所期の基礎を構築で
き、近時の型枠大工の不足、木材資源の枯渇等に十分対
処できる。
EFFECTS OF THE INVENTION As is clear from the above description, the scrap frame base of the present invention according to claims 1 to 4 is a reinforcing bar in which a vertical reinforcing member fitting portion integrally formed with the inner strength portion of a ceramic porcelain plate is provided in opposition. An extremely strong structure in which concrete or mortar is placed and filled into the inside of a scrap frame that is fitted to the longitudinal bars of the net and the ceramic porcelain plate is torn on the reinforcing bar net in an appropriate stacking method such as joints or potato joints. Is. Further, according to the method for constructing a scrap frame foundation of the present invention according to claims 5 to 7, it is not necessary to take each step such as dismantling and removing the mold after hardening of concrete and finishing mortar on the surface of the cast concrete as in the conventional case. In addition, by efficiently and efficiently using the formwork materials as a part of the foundation, the desired foundation can be constructed economically, and it is possible to sufficiently cope with the recent shortage of formwork carpenters and depletion of wood resources.

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

図面は本発明の実施例を説明するためのものであって、
第1図乃至第3図はセラミック陶板の正面図,平面図及
び側面図、第4図及び第5図は鉄筋ネットにセラミック
陶板を装架している状態の正面図及び平面図、第6図及
び第7図は捨型枠内に生コンクリートを打設充填した状
態の縦断面図及び平面図、第8図は縦筋に対するセラミ
ック陶板の嵌合状態を示す斜視図である。 a……セラミック陶板、b……鉄筋ネット、c……捨型
枠、d……生コンクリートあるいはモルタル、1……内
側耐力部、2……外側化粧部、3……縦筋嵌合部、4…
…縦筋、5……横筋、8……幅止め筋、9……無機質接
着剤、12……針金状押え、13……縦細孔。
The drawings are for explaining the embodiments of the present invention,
1 to 3 are front view, plan view and side view of the ceramic porcelain plate, and FIGS. 4 and 5 are front view and plan view of the state in which the ceramic porcelain plate is mounted on the rebar net. FIG. 7 is a vertical cross-sectional view and a plan view of a state where the concrete is poured and filled in the scrap frame, and FIG. 8 is a perspective view showing a fitted state of the ceramic porcelain plate with respect to the vertical streaks. a ... Ceramic porcelain plate, b ... Reinforcing bar net, c ... Waste form, d ... Fresh concrete or mortar, 1 ... Inner strength part, 2 ... Outer decorative part, 3 ... Vertical fitting part, 4 ...
… Vertical streaks, 5 …… horizontal streaks, 8 …… width stop streaks, 9 …… inorganic adhesive, 12 …… wire-like presser, 13 …… longitudinal pores.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】所要の間隔をおいて対設した鉄筋ネットの
縦筋にセラミック陶板の内側耐力部に一体成型の縦筋嵌
合部が嵌合され、セラミック陶板が破れ目地あるいはい
も目地等適宜の積み方によって装架された捨型枠の内部
にコンクリートあるいはモルタルが打設充填されている
ことを特徴とする捨型枠基礎。
1. A vertical streak fitting portion integrally formed with an inner bearing portion of a ceramic porcelain plate is fitted to the vertical stirrup of a reinforcing net which is provided at a required interval, and the ceramic porcelain plate is appropriately broken or joints such as potato joints. A waste formwork foundation, characterized in that concrete or mortar is placed and filled inside the waste formwork installed by the method of stacking.
【請求項2】縦筋に巻回した針金状押えの両端が、セラ
ミック陶板に設けた縦細孔に挿着されていることを特徴
とする請求項1記載の捨型枠基礎。
2. The scrap frame base according to claim 1, wherein both ends of the wire-like presser wound around the vertical streaks are inserted into vertical pores provided in the ceramic porcelain plate.
【請求項3】鉄筋ネットが基礎主筋を間に位置させて対
設するとともに、その鉄筋ネットの所要の縦筋の適宜の
高さのところに幅止め筋が掛けられていることを特徴と
する請求項1または2記載の捨型枠基礎。
3. Reinforcing bar nets are arranged opposite to each other with a basic main bar therebetween, and width stop bars are hung at appropriate heights of required vertical bars of the reinforcing bar net. The scrap frame foundation according to claim 1 or 2.
【請求項4】下段のセラミック陶板の上端面と上段のセ
ラミック陶板の下端面との間に無機質接着剤が塗布され
ていることを特徴とする請求項1,2または3記載の捨型
枠基礎。
4. The scrap frame base according to claim 1, 2 or 3, wherein an inorganic adhesive is applied between the upper end surface of the lower ceramic porcelain plate and the lower end surface of the upper ceramic porcelain plate. .
【請求項5】鉄筋ネットを所要の間隔をおいて対設する
とともに、その鉄筋ネットに、内側耐力部に一体成型の
縦筋嵌合部を有する多数のセラミック陶板を、縦筋嵌合
部を上記縦筋に嵌合させつつ破れ目地あるいはいも目地
等適宜の積み方により装架して、捨型枠を形成し、その
捨型枠内に生コンクリートあるいはモルタルを打設充填
することを特徴とする捨型枠基礎の構築法。
5. A plurality of ceramic porcelain plates each having a reinforcing bar net and a vertical bar fitting portion, wherein a plurality of ceramic porcelain plates each having a vertical bar fitting portion integrally formed with an inner bearing portion are provided on the reinforcing bar net. It is characterized in that it fits to the vertical streaks and is mounted by a suitable stacking method such as a tear joint or a potato joint to form a scrap frame, and fresh concrete or mortar is poured and filled in the scrap frame. How to build a basic formwork.
【請求項6】鉄筋ネットを、基礎主筋を間に位置させて
対設させ、その鉄筋ネットの所要の縦筋の適宜の高さの
ところに幅止め筋を掛けることを特徴とする請求項5記
載の捨型枠基礎の構築法。
6. A reinforcing bar net is placed oppositely with a basic main bar located between them, and a width stop bar is applied at an appropriate height of a required vertical bar of the reinforcing bar net. How to build the basic formwork of the description.
【請求項7】下段のセラミック陶板の上端面と上段のセ
ラミック陶板の下端面との間に無機質接着剤を塗布する
ことを特徴とする請求項5または6記載の捨型枠基礎の
構築法。
7. The method for constructing a scrap frame foundation according to claim 5, wherein an inorganic adhesive is applied between the upper end surface of the lower ceramic porcelain plate and the lower end surface of the upper ceramic porcelain plate.
JP2117715A 1990-05-09 1990-05-09 Abandoned formwork foundation and its construction method Expired - Lifetime JPH0759817B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2117715A JPH0759817B2 (en) 1990-05-09 1990-05-09 Abandoned formwork foundation and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2117715A JPH0759817B2 (en) 1990-05-09 1990-05-09 Abandoned formwork foundation and its construction method

Publications (2)

Publication Number Publication Date
JPH0416629A JPH0416629A (en) 1992-01-21
JPH0759817B2 true JPH0759817B2 (en) 1995-06-28

Family

ID=14718505

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2117715A Expired - Lifetime JPH0759817B2 (en) 1990-05-09 1990-05-09 Abandoned formwork foundation and its construction method

Country Status (1)

Country Link
JP (1) JPH0759817B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5833665A (en) * 1981-08-18 1983-02-26 小菅 百寿 Mold frame plate block and construction thereof
JPH02132742U (en) * 1989-04-05 1990-11-05

Also Published As

Publication number Publication date
JPH0416629A (en) 1992-01-21

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