JPS6217529Y2 - - Google Patents

Info

Publication number
JPS6217529Y2
JPS6217529Y2 JP11716182U JP11716182U JPS6217529Y2 JP S6217529 Y2 JPS6217529 Y2 JP S6217529Y2 JP 11716182 U JP11716182 U JP 11716182U JP 11716182 U JP11716182 U JP 11716182U JP S6217529 Y2 JPS6217529 Y2 JP S6217529Y2
Authority
JP
Japan
Prior art keywords
metal
wire
steel
concrete
steel wires
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
Application number
JP11716182U
Other languages
Japanese (ja)
Other versions
JPS5921312U (en
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 filed Critical
Priority to JP11716182U priority Critical patent/JPS5921312U/en
Publication of JPS5921312U publication Critical patent/JPS5921312U/en
Application granted granted Critical
Publication of JPS6217529Y2 publication Critical patent/JPS6217529Y2/ja
Granted legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 この考案は、比較的軽量かつ強靭で剛性があ
り、しかもコンクリート等の付着性がよい建築用
組立骨材に関するものであつて、特にコンクリー
ト打設用のデツキプレートに適したものである。
[Detailed description of the invention] This invention relates to an assembly aggregate for construction that is relatively lightweight, strong and rigid, and has good adhesion to concrete, etc., and is particularly suitable for deck plates for concrete pouring. It is something that

従来デツキプレートとしては、広幅帯鋼にU型
あるいはV型の凹凸条を並設したものが知られて
いる。しかしながら従来のものにおいては、前記
凹凸条に平行な方向に対しては剛性が大きいが、
凹凸条と直角な方向に対しては剛性が小さいの
で、支承材の密度を大きくする必要があつた。ま
た帯鋼の表面はコンクリート等との付着性が悪い
のみならず、帯鋼とコンクリート層との熱膨張差
により生じる熱応力によつてコンクリート層に亀
裂が生じる原因ともなつていた。
As a conventional deck plate, one in which U-shaped or V-shaped uneven stripes are arranged side by side on a wide steel band is known. However, in the conventional type, although the rigidity is large in the direction parallel to the uneven stripes,
Since the rigidity is low in the direction perpendicular to the uneven stripes, it was necessary to increase the density of the supporting material. In addition, the surface of the steel strip not only has poor adhesion to concrete, but also causes cracks in the concrete layer due to thermal stress caused by the difference in thermal expansion between the steel strip and the concrete layer.

しかるにこの考案は、ワイヤ格子と表裏面に鋼
線を添接溶着した金属網とを所定間隔で対向させ
ると共に、前記ワイヤ格子と金属網との間に鋼線
トラスを介装して両者を連結したので、全方向に
対して均等かつ大きな剛性が得られると共に、コ
ンクリートの付着性が改善され、しかも比較的軽
量とすることができるなど、前記従来の問題点を
解決したものである。
However, in this invention, a wire lattice and a metal mesh having steel wires welded on the front and back sides are made to face each other at a predetermined interval, and a steel wire truss is interposed between the wire lattice and the metal mesh to connect the two. Therefore, uniform and large rigidity can be obtained in all directions, the adhesion of concrete can be improved, and it can be made relatively lightweight, thus solving the problems of the prior art.

以下この考案を図面に示す実施例に基づいて説
明する。
This invention will be explained below based on embodiments shown in the drawings.

鋼線1,2を夫々縦横に並列して所定間隔(例
えば10cm)の格子状に組むと共に、各鋼線の交叉
部を夫々スポツト溶接して所定の大きさのワイヤ
格子3を構成する。一方所定の大きさ(例えば90
cm×180cm)のメタルラス4の一側面に鋼線5を
所定の間隔(例えば10cm)で複数本縦設すると共
に、メタルラス4の他側面には鋼線6を所定の間
隔(例えば10cm)で複数本横設し、前記両鋼線
5,6は夫々の各交叉部(第1図)においてスポ
ツト溶接してある。前記ワイヤ格子3と鋼線付メ
タルラスとを所定間隔で並列すると共に、両者間
へ鋼線トラス7を介装し、該鋼線トラス7の頂部
と前記鋼線1,5とを夫々スポツト溶接し、前記
鋼線トラス7によつてワイヤ格子3とメタルラス
4とを一体的に連結し、この考案の建築用組立骨
材を構成する。
Steel wires 1 and 2 are arranged in parallel vertically and horizontally to form a lattice at predetermined intervals (for example, 10 cm), and the intersections of the steel wires are spot welded to form a wire lattice 3 of a predetermined size. On the other hand, a predetermined size (e.g. 90
A plurality of steel wires 5 are installed vertically at a predetermined interval (for example, 10 cm) on one side of a metal lath 4 (cm x 180 cm), and a plurality of steel wires 6 are installed at a predetermined interval (for example, 10 cm) on the other side of the metal lath 4. The steel wires 5 and 6 are installed horizontally and are spot welded at each intersection (FIG. 1). The wire grid 3 and the metal lath with steel wire are arranged in parallel at a predetermined interval, a steel wire truss 7 is interposed between them, and the top of the steel wire truss 7 and the steel wires 1 and 5 are spot welded, respectively. The wire lattice 3 and the metal lath 4 are integrally connected by the steel wire truss 7 to constitute the construction aggregate of this invention.

上記実施例によれば、金属網としてメタルラス
を用いかつ鋼線を添着したので、コンクリート等
との付着力が強くまた熱伸縮の影響力も鋼板に比
較して小さいと共に、コンクリート等の熱応力に
対する強度が増大するのでコンクリート等に亀裂
を生じるおそれがない。この実施例をデツキプレ
ートとして用いる場合には、金属網を上面側とし
て、その下部をコンクリート中に埋設することに
より剛性に優れ、しかもコンクリートとの付着力
が改善される。またこの考案の実施に用いる金属
網としてメタルラスの他に、ワイヤラスあるいは
パンチングメタル等を用いても同様の作用効果が
ある。更に必要に応じ、ワイヤ格子と金属網との
間に発泡コンクリート又はガラスウール等の不燃
断熱材を充填すれば極めて優れた耐火構造材とす
ることができる。
According to the above embodiment, since metal lath is used as the metal mesh and steel wire is attached, it has strong adhesion to concrete, etc., and the influence of thermal expansion and contraction is smaller than that of steel plate, and it has strength against thermal stress of concrete, etc. increases, so there is no risk of cracking in concrete, etc. When this embodiment is used as a deck plate, the metal mesh is placed on the top side and the lower part thereof is buried in concrete, thereby providing excellent rigidity and improving adhesion to concrete. In addition to metal lath, wire lath, punched metal, or the like may be used as the metal net used to carry out this invention, and similar effects can be obtained. Furthermore, if necessary, a noncombustible heat insulating material such as foamed concrete or glass wool can be filled between the wire grid and the metal mesh to provide an extremely excellent fireproof structural material.

すなわちこの考案によれば、ワイヤ格子と表裏
に鋼線を溶着してなる金属網とを所定間隔で対向
させると共に、両者を鋼線トラスによつて連結し
たので骨材に加わる力は金属網、表裏の鋼線およ
びこれとトラスで連結されたワイヤ格子の一体的
構造材で支持されることとなり、方向性のない均
等かつ大きい剛性を得ることができる効果があ
る。またコンクリート或いはモルタルに対して強
い付着力が得られると共に、型枠構成の各材料が
コンクリート等の骨材となり亀裂の発生を未然に
阻止する等の効果がある。またこの考案の組立骨
材は工場生産できるので、比較的廉価に多量生産
し得ると共に、均質製品を得ることができるな
ど、実施上の諸効果もある。
In other words, according to this invention, the wire grid and the metal mesh formed by welding steel wires to the front and back sides are placed facing each other at a predetermined interval, and the two are connected by a steel wire truss, so that the force applied to the aggregate is transmitted by the metal mesh, the metal mesh, and the metal mesh. It is supported by an integral structural member of front and back steel wires and a wire lattice connected to these by a truss, and has the effect of being able to obtain uniform and large rigidity without directionality. In addition, strong adhesion to concrete or mortar can be obtained, and the materials constituting the formwork become aggregates for concrete, etc., and have the effect of preventing cracks from occurring. Furthermore, since the assembled aggregate of this invention can be produced in a factory, it can be mass-produced at a relatively low cost and has various practical effects, such as being able to obtain a homogeneous product.

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

第1図はこの考案実施例の一部を拡大した斜視
図、第2図は同じく一部を省略した背面図、第3
図は同じく一部拡大断面図である。 1,2,5,6……鋼線、3……ワイヤ格子、
4……メタルラス、7……鋼線トラス。
Fig. 1 is a partially enlarged perspective view of the embodiment of this invention, Fig. 2 is a rear view with the same part omitted, and Fig. 3 is a partially enlarged perspective view.
The figure is also a partially enlarged sectional view. 1, 2, 5, 6... Steel wire, 3... Wire grid,
4...metal lath, 7...steel wire truss.

Claims (1)

【実用新案登録請求の範囲】 1 ワイヤ格子と金属網とが所定間隔で対向さ
れ、前記金属網の表裏両面に夫々所定間隔で鋼
線が添着されると共に、表裏の鋼線は互に溶接
固着され前記金属網とワイヤ格子とは鋼線トラ
スによつて一体的に連結された建築用組立骨
材。 2 金属網は、メタルラス、ワイヤラス又はパン
チングメタルとした実用新案登録請求の範囲第
1項記載の建築用組立骨材。
[Claims for Utility Model Registration] 1. A wire grid and a metal net are opposed to each other at a predetermined interval, and steel wires are attached to both the front and back sides of the metal net at a predetermined interval, and the steel wires on the front and back are welded and fixed to each other. The metal mesh and the wire grid are integrally connected by a steel wire truss. 2. The assembled aggregate for construction according to claim 1, wherein the metal mesh is metal lath, wire lath, or punched metal.
JP11716182U 1982-07-30 1982-07-30 Assembly aggregate for construction Granted JPS5921312U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11716182U JPS5921312U (en) 1982-07-30 1982-07-30 Assembly aggregate for construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11716182U JPS5921312U (en) 1982-07-30 1982-07-30 Assembly aggregate for construction

Publications (2)

Publication Number Publication Date
JPS5921312U JPS5921312U (en) 1984-02-09
JPS6217529Y2 true JPS6217529Y2 (en) 1987-05-07

Family

ID=30269809

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11716182U Granted JPS5921312U (en) 1982-07-30 1982-07-30 Assembly aggregate for construction

Country Status (1)

Country Link
JP (1) JPS5921312U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012072564A (en) * 2010-09-28 2012-04-12 Shimizu Corp Concrete structure

Also Published As

Publication number Publication date
JPS5921312U (en) 1984-02-09

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