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JPH0428060B2 - - Google Patents
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JPH0428060B2 - - Google Patents

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Publication number
JPH0428060B2
JPH0428060B2 JP60292544A JP29254485A JPH0428060B2 JP H0428060 B2 JPH0428060 B2 JP H0428060B2 JP 60292544 A JP60292544 A JP 60292544A JP 29254485 A JP29254485 A JP 29254485A JP H0428060 B2 JPH0428060 B2 JP H0428060B2
Authority
JP
Japan
Prior art keywords
formwork
mesh
reinforcement
spacer
concrete
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
JP60292544A
Other languages
Japanese (ja)
Other versions
JPS62153437A (en
Inventor
Hiroo Toho
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.)
SURII YUU KK
Original Assignee
SURII YUU 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 SURII YUU KK filed Critical SURII YUU KK
Priority to JP60292544A priority Critical patent/JPS62153437A/en
Publication of JPS62153437A publication Critical patent/JPS62153437A/en
Publication of JPH0428060B2 publication Critical patent/JPH0428060B2/ja
Granted legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、コンクリート内部に鉄筋の如き筋体
を埋設して構築する地下室の壁、床、建物の基礎
等の筋入りコンクリート構造体の構築方法に関す
るものである。
Detailed Description of the Invention (Field of Industrial Application) The present invention is directed to the construction of reinforced concrete structures such as walls and floors of basements, building foundations, etc., which are constructed by embedding reinforcement bodies such as reinforcing bars inside concrete. It is about the method.

(従来の技術) 従来、地下室の壁、床、建物の基礎等の筋入り
コンクリート構造体の構築する場合には、2枚の
型枠材を所定間隔にて支持してなる型枠内に、鉄
筋よりなる縦筋および横筋を格子状に配筋し、該
縦筋および横筋の交差部を番線にて緊結した後、
該型枠内にコンクリートを打設して筋入りコンク
リート構造体の構築している。
(Prior Art) Conventionally, when constructing reinforced concrete structures such as basement walls, floors, and building foundations, two formwork members are supported at a predetermined interval within a formwork. After arranging vertical and horizontal reinforcement made of reinforcing bars in a grid pattern and tightening the intersections of the vertical and horizontal reinforcement with wires,
Concrete is poured into the formwork to construct a reinforced concrete structure.

(発明が解決しようとする問題点) 前記筋入りコンクリート構造体の構築方法にお
いては、縦筋および横筋の配筋、緊結作業に手間
がかかり、又、所望する強度に応じて縦筋および
横筋の径寸法や配筋間隔を変えたりして配筋せね
ばならないため、煩雑であり、かかる点からも手
間がかかると言う欠点があり、更に又、型枠内に
コンクリートを打設した際に、型枠材がコンクリ
ートの打設力に耐えられずにわん曲したり、コン
クリートの打設力によつて型枠材、縦筋、横筋等
が移動することがあると言う欠点があつた。
(Problems to be Solved by the Invention) In the method for constructing a reinforced concrete structure, it takes time and effort to arrange and tie the vertical and horizontal reinforcements, and it is difficult to arrange and tie the vertical and horizontal reinforcements according to the desired strength. It is complicated and time-consuming because the reinforcement must be arranged by changing the diameter dimension and reinforcement spacing, and furthermore, when concrete is placed in the formwork, There were disadvantages in that the formwork material could not withstand the force of placing concrete and could bend, and the formwork material, vertical reinforcements, horizontal reinforcements, etc. could move due to the force of concrete placement.

(問題点を解決するための手段) 本発明は、上記従来の欠点を解消するために為
されたものであり、板体の少なくても一面にメツ
シユ状筋体を添設して型枠材となし、又、棒材の
両端部および中間部に係止片を形成すると共に両
端部近傍に型枠支持片を形成してスペーサーとな
し、前記型枠材を間隔を隔てて並設してなる型枠
内に所望する強度に応じて任意の枚数のメツシユ
状筋体を配設すると共に、該型枠材間に前記スペ
ーサーを架設し、該スペーサーの係止片および型
枠支持片にて型枠材およびメツシユ状筋体を支持
しつつ、該型枠内にコンクリートを打設して筋入
りコンクリート構造体の構築することを特徴とす
るものである。
(Means for Solving the Problems) The present invention has been made in order to solve the above-mentioned conventional drawbacks, and it is possible to create a formwork material by attaching a mesh-like reinforcement to at least one surface of the plate. Also, locking pieces are formed at both ends and the middle part of the bar material, and formwork supporting pieces are formed near both ends to serve as spacers, and the formwork materials are arranged side by side at intervals. An arbitrary number of mesh-like reinforcement bodies are arranged according to the desired strength in the formwork, and the spacer is installed between the formwork materials, and the locking piece and the formwork support piece of the spacer The method is characterized in that a reinforced concrete structure is constructed by pouring concrete into the formwork while supporting the formwork material and mesh-like reinforcement bodies.

即ち、本発明は前記従来の縦筋および横筋の代
わりに、メツシユ状筋体を使用することによつ
て、手間のかかる縦筋および横筋の配筋、緊結作
業を省略し、簡単、迅速に筋入りコンクリート構
造体の構築することができるようにし、更に又、
型枠内にコンクリートを打設した際に、型枠材が
わん曲したり、型枠材、縦筋および横筋(メツシ
ユ状筋体)が移動したりしないようにした点に特
徴を有するのである。
That is, the present invention uses a mesh-like muscle body instead of the conventional vertical and horizontal reinforcements, thereby omitting the labor-intensive reinforcement work of arranging and tightening the vertical and horizontal reinforcements, and making the reinforcement simple and quick. Enables the construction of concrete structures, and furthermore,
It is characterized by preventing the formwork material from bending or moving the formwork material, vertical bars, and horizontal bars (mesh-like bars) when concrete is poured into the formwork. .

(実施例) 以下、本発明を実施例として示した図面に基づ
いて詳細に説明する。
(Example) Hereinafter, the present invention will be described in detail based on drawings showing examples.

第1図乃至第3図は本発明の一実施例を示し、
合板、木質板、石綿板、発泡合成樹脂板、発泡コ
ンクリート板等の板体8の少なくとも一面にメツ
シユ状筋体3を添設して型枠材1となし、又、鉄
筋、その他の棒材9の両端部および中間部に係止
片10,10,…を形成すると共に両端部近傍に
型枠支持片11,11を形成してスペーサー12
となし、前記型枠材1,1を所定の間隔を隔てて
並設してなる型枠2内に、所望する強度に応じて
任意の枚数のメツシユ状筋体3,3、…を配設す
ると共に、該型枠材1,1間に前記スペーサー1
2,12,…を架設し、該スペーサー12,1
2,…の係止片10,10,…および型枠支持片
11,11にて型枠材1,1およびメツシユ状筋
体3,3,…を支持しつつ、該型枠2内にコンク
リート(図示せず)を打設することにより、筋入
りコンクリート構造体を構築したものである。
1 to 3 show an embodiment of the present invention,
A mesh-like reinforcement body 3 is attached to at least one side of a plate body 8 such as plywood, a wooden board, an asbestos board, a foamed synthetic resin board, a foamed concrete board, etc. to form a formwork material 1, or a reinforcing bar or other bar material. The spacer 12 is formed by forming locking pieces 10, 10, .
In a formwork 2 formed by arranging the formwork materials 1, 1 in parallel at a predetermined interval, an arbitrary number of mesh-like reinforcement bodies 3, 3, . . . are arranged according to the desired strength. At the same time, the spacer 1 is placed between the formwork materials 1 and 1.
2, 12,..., and the spacers 12, 1
Concrete is poured into the formwork 2 while supporting the formwork members 1, 1 and mesh-like reinforcement bodies 3, 3, ... with the locking pieces 10, 10, ... and the formwork support pieces 11, 11 of 2,... (not shown) to construct a reinforced concrete structure.

尚、上記本発明において使用するメツシユ状筋
体3とは、例えば、第2図イに示すように、鉄
筋、その他の主筋よりなる縦筋4および横筋5を
格子状に配筋し、該縦筋4およぴ横筋5の交差部
6をスポツト溶接にて溶着させて板状に形成した
り、第2図ロに示すように、上記第2図イに示す
メツシユ状筋体3に更に補強用斜筋7,7を仮
設、溶着させたりして形成した多孔質板状の筋体
を言う。
The mesh-like reinforcement body 3 used in the present invention is, for example, as shown in FIG. The intersections 6 of the striations 4 and transverse striations 5 are welded by spot welding to form a plate shape, or as shown in FIG. 2B, the mesh-like reinforcement body 3 shown in FIG. 2A is further reinforced. It refers to a porous plate-shaped reinforcement formed by temporarily installing and welding diagonal reinforcements 7, 7.

又、前記第1図、第4図および第5図に示す実
施例においては、スペーサー12として、第3図
イに示すように棒材9の中間部に係止片10を1
個形成せるスペーサー12を使用し、型枠2内に
1枚のメツシユ状筋体3を配設し、前記1個の係
止片10にて支持せる実施例を例示したが、必要
に応じて、第3図ロ,ハに示すように棒材9の中
間部に2個および3個、又はそれ以上の係止片1
0,10,…を形成せるスペーサー12を使用
し、型枠2内部に2枚および3枚、又はそれ以上
のメツシユ状筋体3,3,…を配設、支持しても
良く、更に又、前記第1図。第4図および第5図
に示す実施例においては、地下室の壁として最適
な筋入りコンクリート構造体を例示したが、同実
施例と同様にして地下室の床、建物の基礎等も構
築できることは勿論である。
In the embodiments shown in FIGS. 1, 4, and 5, a locking piece 10 is provided as a spacer 12 at the middle part of the bar 9 as shown in FIG. 3A.
An example has been illustrated in which a single mesh-like muscle body 3 is disposed within the formwork 2 using individually formed spacers 12, and is supported by the single locking piece 10. As shown in FIG.
0, 10, . . . may be used to arrange and support two, three, or more mesh-like muscle bodies 3, 3, . . . inside the formwork 2. , said FIG. 1. In the embodiments shown in FIGS. 4 and 5, a reinforced concrete structure that is most suitable for the walls of a basement is illustrated, but it goes without saying that basement floors, building foundations, etc. can also be constructed in the same manner as in the embodiments. It is.

又、上記スペーサー12にて型枠材1,1およ
びメツシユ状筋体3を支持するに際して、例え
ば、第4図および第5図に示すように、型枠材1
を構成する板体8の外面にメツシユ状筋体3を配
設すると共に板体8を複数枚の板体8a,8b,
8c,…に分割して使用し、且つ、該複数枚の板
体8a,8b,8c,…をスペーサー12,1
2,12,…を介して順次積み重ねて配設し、メ
ツシユ状筋体3にスペーサー12,12,12,
…の係止片10,10,10,…を係止させて番
線にて緊結すると共に板体8a,8b,8c,…
の内面にスペーサー12,12,12,…の型枠
支持片11,11,11,…を当接させ、前記ス
ペーサー12,12,12,…の係止片10,1
0,10,…にて係止せるメツシユ状筋体3と該
型枠支持片11,11,11,…にて面体8a,
8b,8c,…を挟着支持すると、コンクリート
を打設した時に、多数のスペーサー12,12,
12,…を介して型枠材1およびメツシユ状筋体
3を強固に一体化することができると共に要所要
所に分散配置されたスペーサー12,12,1
2,…が補強材になるので、きわめて強度の大な
る筋入りコンクリート構造体の構築できる。
In addition, when supporting the formwork materials 1 and 1 and the mesh-shaped muscle body 3 with the spacer 12, for example, as shown in FIGS. 4 and 5, the formwork material 1
A mesh-like muscle body 3 is arranged on the outer surface of the plate body 8 constituting the plate body 8, and the plate body 8 is made up of a plurality of plate bodies 8a, 8b,
8c, . . . and use the plurality of plates 8a, 8b, 8c, . . . as spacers 12, 1.
2, 12, . . . spacers 12, 12, 12, . . .
The locking pieces 10, 10, 10,... of... are locked and tied together with the wires, and the plates 8a, 8b, 8c,...
The formwork supporting pieces 11, 11, 11, . . . of the spacers 12, 12, 12, .
The mesh-like muscle body 3 that can be locked at 0, 10, . . . and the face piece 8a,
If 8b, 8c,... are sandwiched and supported, a large number of spacers 12, 12,
Spacers 12, 12, 1 that can firmly integrate the formwork material 1 and the mesh-like reinforcement body 3 through the spacers 12, . . .
2. Since the reinforcing material serves as a reinforcing material, it is possible to construct a reinforced concrete structure with extremely high strength.

(発明の効果) 上記のように、本発明は板体の少なくても一面
にメツシユ状筋体を添設して型枠材となし、又、
棒材の両端部および中間部に係止片を形成すると
共に両端部近傍に型枠支持片を形成してスペーサ
ーとなし、前記型枠材を間隔を隔てて並設してな
る型枠内に所望する強度に応じて任意の枚数のメ
ツシユ状筋体を配設すると共に、該型枠材間に前
記スペーサーを架設し、該スペーサーの係止片お
よび型枠支持片にて型枠材およびメツシユ状筋体
を支持しつつ、該型枠内にコンクリートを打設し
て筋入りコンクリート構造体を構築しているの
で、メツシユ状筋体が縦筋および横筋として作用
し、従つて、従来のように手間のかかる縦筋およ
び横筋の配筋、緊結作業が省略でき、又、所望す
る強度に合わせて筋入りコンクリート構造体の構
築する場合にも、従来のように縦筋および横筋の
径寸法や配筋間隔を変えたりして配筋する必要が
なく、メツシユ状筋体の枚数を任意に選択して配
設するだけで良いため、簡単、迅速に筋入りコン
クリート構造体の構築することができ、更に又、
板体にメツシユ状筋体を添設して型枠材を形成し
ているため、型枠材がコンクリートの打設力に耐
えられずにわん曲するおそれがなく、又、スペー
サーの係止片および型枠支持片にて型枠材および
メツシユ状筋体を支持しつつコンクリートを打設
しているので、コンクリートを打設した際に、型
枠材、メツシユ状筋体が移動するおそれがない。
(Effects of the Invention) As described above, the present invention provides a formwork material by attaching a mesh-like reinforcement to at least one surface of a plate, and
A locking piece is formed at both ends and an intermediate part of the bar material, and a formwork support piece is formed near both ends to serve as a spacer, and the formwork materials are arranged side by side at intervals in a formwork. An arbitrary number of mesh-like reinforcement bodies are arranged according to the desired strength, and the spacer is installed between the formwork materials, and the locking pieces and formwork support pieces of the spacers hold the formwork material and the mesh together. Since a reinforced concrete structure is constructed by pouring concrete into the formwork while supporting the mesh-like reinforcement bodies, the mesh-like reinforcement bodies act as vertical reinforcements and horizontal reinforcements, and therefore, unlike conventional reinforcements, This eliminates the labor-intensive work of arranging and tightening vertical and horizontal reinforcement, and when constructing a reinforced concrete structure to the desired strength, it is possible to eliminate the diameter dimensions and There is no need to change the reinforcement spacing or arrange reinforcement, and you only need to select and arrange the number of mesh-like reinforcements, so you can easily and quickly construct reinforced concrete structures. , furthermore,
Since the formwork material is formed by attaching a mesh-like reinforcement body to the plate, there is no risk that the formwork material will not be able to withstand the concrete casting force and bend. Since concrete is poured while supporting the formwork material and mesh-like reinforcement with formwork support pieces, there is no risk that the formwork material and mesh-like reinforcement will move when concrete is poured. .

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

第1図は本発明の一実施例を示す要部拡大斜視
図、第2図イ,ロは本発明において使用するメツ
シユ状筋体の異なつた実施例の正面図、第3図イ
乃至ハは本発明において使用するスペーサーの斜
視図、第4図および第5図は本発明の異なつた実
施例の要部斜視図である。 2……型枠、3……メツシユ状筋体、8……板
体、12……スペーサー。
Fig. 1 is an enlarged perspective view of essential parts showing one embodiment of the present invention, Fig. 2 A and B are front views of different embodiments of the mesh-like muscle body used in the present invention, and Fig. 3 A to C are A perspective view of a spacer used in the present invention, and FIGS. 4 and 5 are perspective views of essential parts of different embodiments of the present invention. 2...Formwork, 3...Mesh-like muscle body, 8...Plate body, 12...Spacer.

Claims (1)

【特許請求の範囲】[Claims] 1 板体の少なくても一面にメツシユ状筋体を添
設して型枠材となし、又、棒材の両端部および中
間部に係止片を形成すると共に両端部近傍に型枠
支持片を形成してスペーサーとなし、前記型枠材
を間隔を隔てて並設してなる型枠内に所望する強
度に応じて任意の枚数のメツシユ状筋体を配設す
ると共に、該型枠材間に前記スペーサーを架設
し、該スペーサーの係止片および型枠支持片にて
型枠材およびメツシユ状筋体を支持しつつ、該型
枠内にコンクリートを打設することを特徴とする
筋入りコンクリート構造体の構築方法。
1 A mesh-like reinforcement is attached to at least one side of the plate to serve as a formwork material, and locking pieces are formed at both ends and the middle part of the bar, and formwork support pieces are provided near both ends. is formed to form a spacer, and an arbitrary number of mesh-like reinforcement bodies are arranged according to the desired strength in the formwork formed by arranging the formwork materials in parallel at intervals, and the formwork material is The spacer is installed in between, and concrete is poured into the formwork while supporting the formwork material and the mesh-like reinforcement body with the locking pieces and formwork support pieces of the spacer. How to construct a corrugated concrete structure.
JP60292544A 1985-12-27 1985-12-27 Construction of reinforced concrete structure Granted JPS62153437A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60292544A JPS62153437A (en) 1985-12-27 1985-12-27 Construction of reinforced concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60292544A JPS62153437A (en) 1985-12-27 1985-12-27 Construction of reinforced concrete structure

Publications (2)

Publication Number Publication Date
JPS62153437A JPS62153437A (en) 1987-07-08
JPH0428060B2 true JPH0428060B2 (en) 1992-05-13

Family

ID=17783151

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60292544A Granted JPS62153437A (en) 1985-12-27 1985-12-27 Construction of reinforced concrete structure

Country Status (1)

Country Link
JP (1) JPS62153437A (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5428644A (en) * 1977-08-08 1979-03-03 Hitachi Ltd Preparation of polarizing plate work for liquid crystal display elements

Also Published As

Publication number Publication date
JPS62153437A (en) 1987-07-08

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