JPH0541130Y2 - - Google Patents

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Publication number
JPH0541130Y2
JPH0541130Y2 JP2237387U JP2237387U JPH0541130Y2 JP H0541130 Y2 JPH0541130 Y2 JP H0541130Y2 JP 2237387 U JP2237387 U JP 2237387U JP 2237387 U JP2237387 U JP 2237387U JP H0541130 Y2 JPH0541130 Y2 JP H0541130Y2
Authority
JP
Japan
Prior art keywords
cut
metal plate
plate
hardened material
anchor
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
JP2237387U
Other languages
Japanese (ja)
Other versions
JPS63129014U (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 JP2237387U priority Critical patent/JPH0541130Y2/ja
Publication of JPS63129014U publication Critical patent/JPS63129014U/ja
Application granted granted Critical
Publication of JPH0541130Y2 publication Critical patent/JPH0541130Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、床パネル等の用途を有する複合版に
関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a composite plate having uses such as floor panels.

〔従来の技術〕[Conventional technology]

建築構造物に利用される床パネルの強度あるい
は剛性を高める目的で、金属板て硬化性無機材料
板とを積層固着したものが使用される場合があ
る。
For the purpose of increasing the strength or rigidity of floor panels used in architectural structures, metal plates and curable inorganic material plates are sometimes used.

この複合化態様としては、(1)第5図のように、
金属板50に別材料の頭部拡大シアコネクター部
材51を溶接により固着し、そのシアコネクター
部材51と硬化材料板52とを付着力を利用して
接合強度を高めるもの、(2)第4図のように、板5
0と板52とを接着剤層53を介して行うものと
が代表例である。
As for this compounding mode, (1) As shown in Fig. 5,
A head expansion shear connector member 51 made of a different material is fixed to a metal plate 50 by welding, and the bonding strength between the shear connector member 51 and a hardened material plate 52 is increased by using adhesive force, (2) Fig. 4 As in, board 5
0 and the plate 52 via an adhesive layer 53 is a typical example.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかし、上記(1)の方式では、シアコネクター部
材を別途必要として材料コストが嵩み、溶接に多
大な工数を要し、また溶接が不適な金属板や板厚
が薄いものには適さない。
However, the above method (1) requires a separate shear connector member, which increases the material cost, requires a large number of man-hours for welding, and is not suitable for metal plates that are unsuitable for welding or thin plates.

(2)の方式では、接着のための工数が余分に必要
となり、かつ接着強度のばらつきが生じ易く、さ
らに接着を硬化材料板が完全に成形硬化した後で
ないと行い得ず、現場成形が要求される大形構造
物には不適であつた。
Method (2) requires extra man-hours for bonding, tends to cause variations in bond strength, and can only be bonded after the cured material plates have been completely molded and cured, requiring on-site forming. It was unsuitable for large-scale structures such as

そこで、本考案の主たる目的は、版形成作業が
簡易であり、現場成形に適し、しかも接合強度が
十分である複合版を提供することにある。
Therefore, the main purpose of the present invention is to provide a composite plate that is easy to form, is suitable for on-site molding, and has sufficient joint strength.

〔問題点を解決するための手段〕[Means for solving problems]

前記問題点を解決するための本考案は、金属板
と流し込み成形による硬化材料板と重ね合せ構造
にあつて、前記金属板に切り込みを入れこの切り
込みで囲まれた部分を起立させた多数のアンカー
部を、前記硬化材料板に埋設したものであつて、 前記切り込みは、アーチ状の外切り込みと内切
り込みを有し、これら両切り込みで囲まれた一様
の平面状のアンカー部が、金属板となす切り起こ
し傾斜角度が30〜90度であることを特徴とするも
のである。
The present invention to solve the above-mentioned problems has a structure in which a metal plate and a hardened material plate formed by pour molding are stacked together, and a number of anchors are provided by making cuts in the metal plate and standing up the parts surrounded by the cuts. a part is embedded in the hardened material plate, the cut has an arch-shaped outer cut and an inner cut, and a uniform planar anchor part surrounded by both of these cuts is embedded in the metal plate. It is characterized in that the inclination angle of the cut and raise is 30 to 90 degrees.

〔作用〕[Effect]

本考案では、アンカー部の形成が、金属板の切
込みとその部分の起立により行われるので、アン
カー部の形成作業を金属板の全面にわたる所要数
の剪断刃をもつた打抜き型をもつて一回のプレス
押抜き作業によつて行うことができ、きわめて容
易となる。また、アンカー部の形成後、硬化材料
を流し込み成形すれば、金属板と硬化材料板との
接合強化を図ることができるので、現場成形の要
求される大型構造物に使用される版として適切で
ある。さらに、アンカー部を金属板そのものを利
用して形成するので、材料コスト的に有利であ
る。
In the present invention, the anchor part is formed by making a cut in the metal plate and standing up the part, so the anchor part is formed once using a punching die with the required number of shear blades that cover the entire surface of the metal plate. This can be done by a press punching operation, making it extremely easy. In addition, if the hardened material is poured and molded after the anchor part is formed, it is possible to strengthen the bond between the metal plate and the hardened material plate, making it suitable as a plate for use in large structures that require on-site molding. be. Furthermore, since the anchor portion is formed using the metal plate itself, it is advantageous in terms of material cost.

ところで、実開昭46−68221号においては、金
属板を90度に起立させ、さらにその起立端部を90
度に折曲したものが開示されている。
By the way, in Utility Model Application Publication No. 46-68221, the metal plate is made to stand up at 90 degrees, and the upright end is also made to stand at 90 degrees.
It is disclosed that it is bent at the same time.

しかし、これでは、アンカー部の形成に際し
て、2回の折曲工程が必要となる。特に、シベル
の形成は打ち抜きで形成できるが、端部の形成の
ための折曲には有効な手段がない。
However, this requires two bending steps when forming the anchor portion. In particular, the shivele can be formed by punching, but there is no effective means for bending to form the ends.

しかるに、本考案では、前記公報に開示された
切り起こしおよび端部折曲したものとは異なり、
アンカー部は一様のものであるから、その形成
に、際して、一回の打ち抜き起立のみで足り、加
工性に優れる。
However, in the present invention, unlike the cut-up and bent end portion disclosed in the above publication,
Since the anchor part is uniform, only one punching and standing process is required to form it, and the workability is excellent.

さらに、特徴的には、内切り込み内にも硬化材
料が回り込み、その硬化材料との付着性に優れ
る。しかも、アンカー部は90度以下の切り起こし
傾斜角度θとしてあるので、90度を超える角度で
切り起こした場合における、第3図に矢印で示す
部分切り起こし端部での応力集中が生じない。
Furthermore, characteristically, the hardened material also wraps around inside the inner cut, resulting in excellent adhesion to the hardened material. Moreover, since the anchor part is cut and raised at an inclination angle θ of 90 degrees or less, stress concentration does not occur at the partially cut and raised end shown by the arrow in FIG. 3 when cut and raised at an angle exceeding 90 degrees.

〔実施例〕〔Example〕

以下本考案をいくつかの実施例をもつてさらに
詳説する。
The present invention will be explained in more detail below with reference to some examples.

第1図および第2図は実施例を示したもので、
鋼板等の金属板1には、馬蹄形のアンカー部2が
多数形成されている。このアンカー部2は、2つ
のアーチ状切込線3A,3Bを、剪断刃4を受型
(図示せず)の存在の下で打抜くことにより形成
し、かつ打抜きを進めながら、切込線3A,3B
で囲まれた部分を起立させたものである。
Figures 1 and 2 show examples,
A large number of horseshoe-shaped anchor portions 2 are formed on a metal plate 1 such as a steel plate. This anchor part 2 is formed by punching out two arch-shaped cut lines 3A and 3B with a shearing blade 4 in the presence of a receiving die (not shown), and while proceeding with punching, the cut lines 3A and 3B are 3A, 3B
The part surrounded by is made to stand up.

かかる多数のアンカー部2,2…をもつた金属
板1に対して、そのアンカー部2の突出側からセ
メント等の硬化材料を適宜の型枠(図示せず)を
使用しながら流し込み成形し、硬化材料板5を形
成する。これによつて、アンカー部2は硬化材料
板5内に埋設され、それとの付着力により、金属
板1と硬化材料板5との接合が図られる。
A hardening material such as cement is poured into the metal plate 1 having such a large number of anchor parts 2, 2, from the protruding side of the anchor parts 2 using an appropriate formwork (not shown), and molded. A hardened material plate 5 is formed. As a result, the anchor portion 2 is embedded in the hardened material plate 5, and the metal plate 1 and the hardened material plate 5 are joined by the adhesive force therebetween.

なお、硬化材料としては、セメント系、樹脂
系、他の無機材料系などを使用できる。
Note that, as the hardening material, cement-based, resin-based, other inorganic material-based, etc. can be used.

上記例の馬蹄形アンカー部2に代えて、三角形
の2辺、四角形の3辺あるいはそれ以上の多角形
の辺によつてもよい。さらに、適宜の曲線であつ
てもよく、これらの例(図示せず)も本考案にい
うアーチ状を形成する限り本考案の要旨内であ
る。
Instead of the horseshoe-shaped anchor part 2 in the above example, it may be two sides of a triangle, three sides of a quadrangle, or more sides of a polygon. Furthermore, it may be an appropriate curve, and these examples (not shown) are also within the gist of the present invention as long as they form an arch shape as defined in the present invention.

第1図に示す、切り起こし傾斜角度θは30度〜
90度する。30度未満では、アンカー部2の下方に
硬化材料の流れ込みが難しくなり、逆に90度を超
えると、第3図に矢印で示す部分切り起こし端部
で応力集中が生じ、過度の力が作用したとき、破
断の危険性がある。
As shown in Figure 1, the cut-up inclination angle θ is 30 degrees ~
90 degrees. If the angle is less than 30 degrees, it will be difficult for the hardened material to flow under the anchor part 2, and if the angle exceeds 90 degrees, stress will be concentrated at the partially cut and raised end indicated by the arrow in Figure 3, and excessive force will be applied. When this happens, there is a risk of breakage.

〔考案の効果〕[Effect of idea]

以上の通り、本考案によれば、複合版の形成が
きわめて容易となり、かつアンカー部と硬化材料
との付着性がきわめて良好であり、接合強度がき
わめて高いものとなり、しかも製造コストが低減
するなどの利点がある。
As described above, according to the present invention, it is extremely easy to form a composite plate, the adhesion between the anchor part and the hardened material is extremely good, the bonding strength is extremely high, and the manufacturing cost is reduced. There are advantages.

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

第1図は本考案に係る金属板例の斜視図、第2
図は同金属板を利用して複合版を形成したときの
断面図、第3図はアンカー部の比較例の説明図、
第4図および第5図は従来の複合版例の断面図で
ある。 1……金属板、2,2A〜2D……アンカー
部、3A,3B……切込線、5……硬化材料板。
Fig. 1 is a perspective view of an example of a metal plate according to the present invention;
The figure is a cross-sectional view when a composite plate is formed using the same metal plate, and Figure 3 is an explanatory diagram of a comparative example of the anchor part.
4 and 5 are cross-sectional views of conventional composite plate examples. 1... Metal plate, 2, 2A to 2D... Anchor portion, 3A, 3B... Cut line, 5... Cured material plate.

Claims (1)

【実用新案登録請求の範囲】 金属板と流し込み成形による硬化材料板との重
ね合せ構造にあつて、前記金属板に切り込みを入
れこの切り込みで囲まれた部分を起立させた多数
のアンカー部を、前記硬化材料板に埋設したもの
であつて、 前記切り込みは、アーチ状の外切り込みと内切
り込みを有し、これら両切り込みで囲まれた一様
の平面状のアンカー部が、金属板となす切り起こ
し傾斜角度が30〜90度であることを特徴とする複
合版。
[Claims for Utility Model Registration] In a structure in which a metal plate and a hardened material plate formed by pour molding are stacked together, a number of anchor portions are formed by making cuts in the metal plate and standing up the portions surrounded by the cuts, The cut is embedded in the hardened material plate, and the cut has an arch-shaped outer cut and an inner cut, and a uniform planar anchor portion surrounded by both the cut cuts is connected to the cut made with the metal plate. A composite version characterized by a raised inclination angle of 30 to 90 degrees.
JP2237387U 1987-02-18 1987-02-18 Expired - Lifetime JPH0541130Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2237387U JPH0541130Y2 (en) 1987-02-18 1987-02-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2237387U JPH0541130Y2 (en) 1987-02-18 1987-02-18

Publications (2)

Publication Number Publication Date
JPS63129014U JPS63129014U (en) 1988-08-24
JPH0541130Y2 true JPH0541130Y2 (en) 1993-10-19

Family

ID=30819693

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2237387U Expired - Lifetime JPH0541130Y2 (en) 1987-02-18 1987-02-18

Country Status (1)

Country Link
JP (1) JPH0541130Y2 (en)

Also Published As

Publication number Publication date
JPS63129014U (en) 1988-08-24

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