JPH04330118A - Structure of form for building foundation - Google Patents

Structure of form for building foundation

Info

Publication number
JPH04330118A
JPH04330118A JP1483591A JP1483591A JPH04330118A JP H04330118 A JPH04330118 A JP H04330118A JP 1483591 A JP1483591 A JP 1483591A JP 1483591 A JP1483591 A JP 1483591A JP H04330118 A JPH04330118 A JP H04330118A
Authority
JP
Japan
Prior art keywords
plate
formwork
mesh
foundation
mesh type
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
Application number
JP1483591A
Other languages
Japanese (ja)
Inventor
Hideo Fujie
藤江 英男
Shiyunji Onzawa
恩沢 俊二
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NIPPON FERROUS KOGYO KK
Original Assignee
NIPPON FERROUS KOGYO KK
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 NIPPON FERROUS KOGYO KK filed Critical NIPPON FERROUS KOGYO KK
Priority to JP1483591A priority Critical patent/JPH04330118A/en
Publication of JPH04330118A publication Critical patent/JPH04330118A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To facilitate erection of a form for concrete placing and set accurately the top level of the form by providing mesh type forms and a plate for level holding, and locating the plate at each corner of the foundation in the bearing ground. CONSTITUTION:Plates 10 for level holding are installed at the corners and in the middle thereof of the foundation in the bearing ground, where concrete mass is to be constructed. The plates 10 shall be set so that they are positioned on the same level. Mesh type forms 12 are installed upright on each plate 10 in two rows at certain intervals, and the two ends are secured to the plate 10. A form 18 for forming the bottom part of a fabric foundation is fixed to the periphery of these mesh type forms 12. The tops and bottoms of two oppositely situated mesh type forms 12, 12 are coupled together by retaining tools 20. Thereby the top level of the form can be set accurately, and erection of mesh type forms 12 be performed easily in a short time.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明はメッシュ型枠を用いた基
礎用型枠構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a foundation formwork structure using mesh formwork.

【0002】住宅用の布基礎等をコンクリートで構築す
るに際し、この種の型枠構造が使用される。
[0002] This type of formwork structure is used when constructing a cloth foundation for a house using concrete.

【0003】0003

【従来の技術】従来、住宅用の布基礎等をコンクリート
で構築するに際しては、合板型枠または鋼製型枠が使用
されている。
2. Description of the Related Art Conventionally, plywood formwork or steel formwork has been used when constructing concrete foundations for houses.

【0004】しかし、この種の型枠は繰り返し使用され
るので、コンクリート固化後に脱型作業を行なう必要が
あり、このため、工期の短縮が難かしい。
[0004] However, since this type of formwork is used repeatedly, it is necessary to perform demolding work after the concrete hardens, making it difficult to shorten the construction period.

【0005】そこで、コンクリートに埋め殺しとされる
メッシュ型枠を用いることが提案されている。
[0005] Therefore, it has been proposed to use a mesh formwork that is buried in concrete.

【0006】メッシュ型枠を使用すれば解体作業が容易
となり、大幅な工期の短縮が可能となる。
[0006] If mesh formwork is used, dismantling work becomes easier and the construction period can be significantly shortened.

【0007】[0007]

【発明が解決しようとする課題】ところで、メッシュ型
枠を用いる際にはその構造上、型枠の天端レベルがコン
クリート天端レベルとなるので、組み立てを正確に行う
必要がある。
By the way, when a mesh formwork is used, due to its structure, the top level of the formwork is at the level of the concrete top level, so it is necessary to assemble it accurately.

【0008】しかし、メッシュ型枠は自立させることが
困難であるので、通常は複数本の支柱等を隣立し、これ
に支持させて取り付けており、このため、組み立てが容
易ではなく、型枠の天端レベルを正確に出すことも難か
しい。
However, since it is difficult for mesh formwork to stand up on its own, it is usually installed with multiple support columns placed next to each other and supported by these.For this reason, assembly is not easy and the formwork It is also difficult to accurately determine the top level.

【0009】本発明は上記従来の事情に鑑みなされたも
ので、その目的は、メッシュ型枠の組み立てを容易かつ
迅速に行え、しかも型枠の天端レベルを正確に設定でき
る基礎用型枠構造を提供することにある。
The present invention has been made in view of the above-mentioned conventional circumstances, and its purpose is to provide a foundation formwork structure that allows mesh formwork to be assembled easily and quickly, and in which the top level of the formwork can be accurately set. Our goal is to provide the following.

【0010】0010

【課題を解決するための手段】上記目的を達成するため
に、本発明に係る型枠構造は第1図のように構成されて
いる。
[Means for Solving the Problems] In order to achieve the above object, a formwork structure according to the present invention is constructed as shown in FIG.

【0011】第1の発明にかかる型枠構造は、水平レベ
ル保持用のプレート10とメッシュ型枠12とを備えて
おり、プレート10は躯体が構築される支持地盤の基礎
隅角部となる位置に設置される。
[0011] The formwork structure according to the first invention includes a plate 10 for maintaining horizontal level and a mesh formwork 12, and the plate 10 is located at the corner of the foundation of the supporting ground on which the frame is constructed. will be installed in

【0012】メッシュ型枠12は適宜間隔をおいて2列
に立設され、各列の両側端が各々プレート10上に固定
される。
The mesh formwork 12 is erected in two rows at appropriate intervals, and both ends of each row are fixed onto the plate 10, respectively.

【0013】第2の発明に係る型枠構造は、水平レベル
保持用のプレート10とメッシュ型枠12とを備えてい
る。
The formwork structure according to the second invention includes a plate 10 for maintaining horizontal level and a mesh formwork 12.

【0014】プレート10は躯体が構築される支持地盤
の基礎隅角部となる位置に設置される。
The plate 10 is installed at the corner of the foundation of the supporting ground on which the frame is constructed.

【0015】メッシュ型枠12は適宜間隔をおいて2列
に立設され、各列の両端側が各々プレート10上に固定
される。
The mesh formwork 12 is erected in two rows at appropriate intervals, and both ends of each row are fixed onto the plate 10, respectively.

【0016】メッシュ型枠12は両端側に脚14を有し
ており、プレート10はメッシュ型枠12の脚14が嵌
入される支持片16(第2図参照)を有している。
The mesh formwork 12 has legs 14 at both ends, and the plate 10 has support pieces 16 (see FIG. 2) into which the legs 14 of the mesh formwork 12 are fitted.

【0017】[0017]

【作用】本発明では、メッシュ型枠12の両端が水平レ
ベル保持用のプレート10で支持されるので、型枠12
の天端レベルを正確に設定することが可能となる。
[Function] In the present invention, since both ends of the mesh formwork 12 are supported by the plates 10 for maintaining the horizontal level, the formwork 12
It becomes possible to accurately set the top level of the

【0018】[0018]

【実施例】以下、図面に基づいて本発明の好適な実施例
を説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below with reference to the drawings.

【0019】第1図には実施例の全体構成が示されてお
り、躯体が構築される支持地盤の基礎隅角部となる位置
およびその中間部には、水平レベル保持用のプレート1
0が設置されている。
FIG. 1 shows the overall configuration of the embodiment, in which plates 1 for maintaining horizontal level are installed at the corner portions of the foundation of the supporting ground on which the frame is constructed and at the intermediate portions thereof.
0 is set.

【0020】各プレート10・・はその水平レベルが全
て同一となるようトランシット等で正確に測定して位置
決めされている。
[0020] Each plate 10... is precisely measured and positioned using a transit or the like so that the horizontal levels thereof are all the same.

【0021】また、プレート10上にはメッシュ型枠1
2が適宜間隔をおいて2列に立設されており、各列の両
側端は各々プレート10に固定されている。
[0021] Also, on the plate 10 is a mesh formwork 1.
2 are erected in two rows at appropriate intervals, and both ends of each row are fixed to the plate 10, respectively.

【0022】図示されるようにメッシュ型枠12は枠組
全体が矩形状となるように組み立てられており、メッシ
ュ型枠12の周囲には布基礎の底盤部を形成するための
型枠18が取り付けられている。
As shown in the figure, the mesh formwork 12 is assembled so that the entire framework has a rectangular shape, and a formwork 18 is attached around the mesh formwork 12 to form the bottom part of the cloth foundation. It is being

【0023】相対向するメッシュ型枠12,12の間に
は必要により鉄筋が配筋される。
[0023] Reinforcing bars are arranged between the opposing mesh formworks 12, 12, if necessary.

【0024】また、相対向するメッシュ型枠12,12
はその上端および下端が間隔保持具20で連結されてい
る。
[0024] Also, mesh formworks 12, 12 facing each other
The upper and lower ends thereof are connected by a spacer 20.

【0025】第2図にはコーナー部におけるプレート1
0の構成が示されており、プレート10は予め支持地盤
に打設された杭22に釘、木ネジ等で固定される。
FIG. 2 shows the plate 1 at the corner.
0 is shown, and the plate 10 is fixed with nails, wood screws, etc. to piles 22 that are driven into the supporting ground in advance.

【0026】プレート10には垂直に立ち上がった複数
の支持片16が設けられており、各支持片16には各々
メッシュ型枠12の脚14が嵌入される。
The plate 10 is provided with a plurality of supporting pieces 16 that stand up vertically, and each leg 14 of the mesh formwork 12 is fitted into each supporting piece 16.

【0027】第3図および第4図にはメッシュ型枠12
の構成が示されている。
FIGS. 3 and 4 show mesh formwork 12.
The configuration is shown.

【0028】メッシュ型枠12には所定間隔をおいてリ
ブ24が形成されており、曲げおよび引張りに対する強
度が高められている。
Ribs 24 are formed on the mesh formwork 12 at predetermined intervals to increase its strength against bending and tension.

【0029】メッシュ型枠12の両側端部およびその中
間部には下方に突出する脚14が設けられている。
Legs 14 projecting downward are provided at both end portions of the mesh formwork 12 and at an intermediate portion thereof.

【0030】また、メッシュ型枠12の側面には支柱2
6が取り付けられており、一部の支柱26は脚14を兼
ねている。
[0030] Also, on the side of the mesh formwork 12, supports 2 are provided.
6 are attached, and some of the supports 26 also serve as legs 14.

【0031】メッシュ型枠12の上端部には上縁材28
が、下端部には下縁材30が、両側端部には側縁材32
が各々取り付けられており、これにより端部が補強され
、また網目の先端が覆われることで作業の安全性が高め
られている。
An upper edge material 28 is provided at the upper end of the mesh formwork 12.
However, a lower edge material 30 is provided at the lower end, and side edge materials 32 are provided at both ends.
are attached to each, which reinforces the ends and covers the ends of the mesh to improve work safety.

【0032】第5図には間隔保持具20の構成が示され
ている。
FIG. 5 shows the structure of the spacer 20.

【0033】間隔保持具20の両側端部は断面コ字状と
され、溝34が各々形成されている。
Both ends of the spacer 20 have a U-shaped cross section, and grooves 34 are formed in each end.

【0034】双方の溝34,34には相対向するメッシ
ュ型枠12の上縁材28(または下縁材30)が各々嵌
着され、メッシュ型枠12,12間の間隔が一定に保持
される。
The upper edge material 28 (or lower edge material 30) of the opposing mesh formwork 12 is fitted into both grooves 34, 34, respectively, and the distance between the mesh formworks 12, 12 is maintained constant. Ru.

【0035】第6図には長手方向におけるメッシュ型枠
12,12の連結状態が示されている。
FIG. 6 shows how the mesh forms 12, 12 are connected in the longitudinal direction.

【0036】連結されるメッシュ型枠12,12の側端
どおしは突き当わされており、双方の上縁材28,28
(または下縁材30,30)をまたぐように断面コ字状
の連結具36が取り付けられる。
The side ends of the connected mesh formworks 12, 12 are butted against each other, and the upper edge members 28, 28 of both sides are abutted against each other.
A connector 36 having a U-shaped cross section is attached so as to straddle the lower edge members 30, 30.

【0037】さらに、連結具36は結束線等で双方のメ
ッシュ型枠12,12に固定される。
Furthermore, the connector 36 is fixed to both mesh formworks 12, 12 with a binding wire or the like.

【0038】このようにメッシュ型枠12の上端側およ
び下端側が各々連結具36で支持されるので、レベルの
狂いが生じることなくメッシュ型枠12,12どおしの
連結を行える。
[0038] Since the upper and lower end sides of the mesh formwork 12 are supported by the connecting tools 36, respectively, the mesh formworks 12, 12 can be connected without causing any level deviation.

【0038】第7図にはコーナー部におけるメッシュ型
枠12,12の連結状態が示されている。
FIG. 7 shows the connected state of the mesh formworks 12, 12 at the corner portions.

【0039】連結されるメッシュ型枠12,12の側端
どおしは直角に突き当わされており、双方の上縁材28
,28(または下縁材30.30)は全体がL字形で断
面がコ字状の連結具38により連結、固定される。
The side ends of the mesh formworks 12, 12 to be connected are abutted at right angles, and the upper edge material 28 of both
, 28 (or the lower edge members 30, 30) are connected and fixed by a connector 38 which is L-shaped as a whole and has a U-shaped cross section.

【0040】さらに、連結具38は結束線等で双方のメ
ッシュ型枠12,12に固定される。
Furthermore, the connector 38 is fixed to both mesh forms 12, 12 with a binding wire or the like.

【0041】以上の実施例において支持片16はプレー
ト10と一体で板状に形成されているが、丸棒または矩
形断面の部材を溶接等でプレート10の表面に固定する
ことにより形成してもよい。
In the above embodiment, the support piece 16 is integrally formed with the plate 10 in a plate shape, but it may also be formed by fixing a round bar or a member with a rectangular cross section to the surface of the plate 10 by welding or the like. good.

【0042】その際にはメッシュ型枠12の脚14もこ
れに合った形状とされる。
At this time, the legs 14 of the mesh formwork 12 are also shaped to match this.

【0043】以上説明したように本実施例によれば、メ
ッシュ型枠12の両側端部および中間部に設けられた脚
14が一定レベルに設置されたプレート10の支持片1
6に取り付けられるので、メッシュ型枠12の天端レベ
ルを正確に設定でき、メッシュ型枠12の組み立てを短
時間で容易に行える。
As explained above, according to this embodiment, the legs 14 provided at both ends and the middle part of the mesh formwork 12 are placed at a constant level on the supporting piece 1 of the plate 10.
6, the top level of the mesh formwork 12 can be set accurately, and the mesh formwork 12 can be easily assembled in a short time.

【0044】また、相対向するメッシュ型枠12,12
は互いの上端部および下端部がそれぞれ間隔保持具10
で支持されるので、コンクリート打設後においてもメッ
シュ型枠12,12間の間隔が広がることなく一定に保
持される。
[0044] Also, mesh formworks 12, 12 facing each other
The upper and lower ends of each other are spacer retainers 10, respectively.
Since the gap between the mesh formworks 12, 12 does not widen even after concrete is poured, it is maintained constant.

【0045】[0045]

【発明の効果】以上説明したように本発明によれば、メ
ッシュ型枠の両側端が水平レベル保持用のプレート上に
固定されるので、型枠の天端レベルの正確な設定が可能
となり、メッシュ型枠の組み立てを短時間で容易に行な
うことが可能となる。
[Effects of the Invention] As explained above, according to the present invention, since both ends of the mesh formwork are fixed on the plate for maintaining the horizontal level, it is possible to accurately set the top level of the formwork. It becomes possible to easily assemble the mesh formwork in a short time.

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

【図1】実施例の全体構成を示す斜視図である。FIG. 1 is a perspective view showing the overall configuration of an embodiment.

【図2】プレートの斜視図である。FIG. 2 is a perspective view of the plate.

【図3】メッシュ型枠の正面図(その1)である。FIG. 3 is a front view (part 1) of the mesh formwork.

【図4】メッシュ型枠の正面図(その2)である。FIG. 4 is a front view (part 2) of the mesh formwork.

【図5】間隔保持具の取付状態を示す斜視図である。FIG. 5 is a perspective view showing the mounting state of the spacer.

【図6】メッシュ型枠長手方向の連結状態を示す斜視図
である。
FIG. 6 is a perspective view showing how the mesh formwork is connected in the longitudinal direction.

【図7】メッシュ型枠コーナー部の連結状態を示す斜視
図である。
FIG. 7 is a perspective view showing a connected state of mesh formwork corner parts.

【符号の説明】[Explanation of symbols]

10  プレート 12  メッシュ型枠 14  脚 16  支持片 18  型枠 20  間隔保持具 22  杭 24  リブ 26  支柱 28  上縁材 30  下縁材 32  側縁材 34  溝 36  連結具 38  連結具 10 Plate 12 Mesh formwork 14 Legs 16 Support piece 18 Formwork 20 Spacing holder 22 Pile 24 Rib 26 Post 28 Upper edge material 30 Lower edge material 32 Side edge material 34 groove 36 Connector 38 Connector

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】  躯体が構築される支持地盤の基礎隅角
部となる位置に設置される水平レベル保持用のプレート
(10)と、適宜間隔をおいて2列に立設され、各列の
両側端が各々プレート(10)上に固定されるメッシュ
型枠(12)と、を備えたことを特徴とする基礎用型枠
構造。
Claim 1: A plate (10) for maintaining horizontal level is installed at the corner of the foundation of the supporting ground on which the frame is constructed, and a plate (10) is installed in two rows at an appropriate interval, and one for each row. A foundation formwork structure comprising: a mesh formwork (12) whose opposite ends are each fixed onto a plate (10).
【請求項2】  躯体が構築される支持地盤の基礎隅角
部となる位置に設置される水平レベル保持用のプレート
(10)と、適宜間隔をおいて2列に立設され、各列の
両側端が各々プレート(10)上に固定されるメッシュ
型枠(12)と、を備え、メッシュ型枠(12)は両側
端に脚(14)を有し、プレート(10)はメッシュ型
枠(12)の脚(14)が嵌入される支持片(16)を
有する、ことを特徴とする基礎用型枠構造。
Claim 2: Horizontal level maintenance plates (10) are installed at the foundation corners of the supporting ground on which the frame is constructed, and two rows of horizontal level maintenance plates (10) are installed at appropriate intervals, and each row a mesh formwork (12) whose opposite ends are each fixed on the plate (10), the mesh formwork (12) has legs (14) at both ends, and the plate (10) is attached to the mesh formwork. A formwork structure for a foundation, characterized in that it has a support piece (16) into which the leg (14) of (12) is fitted.
JP1483591A 1991-01-14 1991-01-14 Structure of form for building foundation Pending JPH04330118A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1483591A JPH04330118A (en) 1991-01-14 1991-01-14 Structure of form for building foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1483591A JPH04330118A (en) 1991-01-14 1991-01-14 Structure of form for building foundation

Publications (1)

Publication Number Publication Date
JPH04330118A true JPH04330118A (en) 1992-11-18

Family

ID=11872090

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1483591A Pending JPH04330118A (en) 1991-01-14 1991-01-14 Structure of form for building foundation

Country Status (1)

Country Link
JP (1) JPH04330118A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH072540U (en) * 1992-03-05 1995-01-13 靖郎 中西 A foldable wire mesh formwork for concrete pouring.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH072540U (en) * 1992-03-05 1995-01-13 靖郎 中西 A foldable wire mesh formwork for concrete pouring.

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