JP2006249767A - Concrete-made exterior wall surface material and its manufacturing method - Google Patents

Concrete-made exterior wall surface material and its manufacturing method Download PDF

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JP2006249767A
JP2006249767A JP2005067345A JP2005067345A JP2006249767A JP 2006249767 A JP2006249767 A JP 2006249767A JP 2005067345 A JP2005067345 A JP 2005067345A JP 2005067345 A JP2005067345 A JP 2005067345A JP 2006249767 A JP2006249767 A JP 2006249767A
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concrete
steel plate
wall surface
surface material
backup
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Yoshiharu Tanaka
義治 田中
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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  • Panels For Use In Building Construction (AREA)
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a concrete-made exterior wall surface material capable of making adhering force between a flat section of a back-up steel plate and a concrete boundary as required strength even if the back-up is made by the steel plate to become thin in the thickness and its manufacturing method. <P>SOLUTION: The concrete-made exterior wall surface material M is the concrete-made exterior wall surface material M formed by having the back-up steel plate 20, and the back-up steel plate 20 is formed by having a thermal spraying metal 24 as the same system of the quality of the material on the inner surface 20a thereof. The manufacturing method of the concrete-made exterior wall surface material M is so constituted that the back-up steel plate 20 is used to form a form F wherein a concrete C is placed after the thermal spraying metal is made on the inner surface 20a of the back-up steel plate 20 molded in a predetermined shape. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明はコンクリート製外壁面材およびその製法に関する。さらに詳しくは、面材のバックアップに鋼板が設けられてなるコンクリート製外壁面材およびその製法に関する。   The present invention relates to a concrete outer wall material and a method for producing the same. More specifically, the present invention relates to a concrete outer wall material in which a steel plate is provided as a backup of a face material, and a method for producing the same.

従来より、コンクリート製外壁面材M’として、図7に示すように、コンクリート板10の背面に鋼板20を設けてなるもの、つまり面材M’を鋼板20によりバックアップしてなるものが知られている。かかる外壁面材M’にあっては、鋼板20によりバックアップがなされているところから、その厚みは40〜50mm程度とされ、しかもバックアップ鋼板20がコンクリート板10側に突出している個所においては、その厚みは30mm程度となっている。そのため、通常の配筋がなし得ないところから、配筋をなすことなくコンクリートの打設がなされて外壁面材M’が製作されている。   Conventionally, as a concrete outer wall surface material M ′, as shown in FIG. 7, a concrete plate 10 provided with a steel plate 20 on the back surface, that is, a material obtained by backing up a face material M ′ with a steel plate 20 is known. ing. In such an outer wall surface material M ′, since the backup is made by the steel plate 20, the thickness is about 40 to 50 mm, and the portion where the backup steel plate 20 protrudes to the concrete plate 10 side is The thickness is about 30 mm. Therefore, the outer wall surface material M ′ is manufactured by placing the concrete without arranging the bar, since the normal bar cannot be arranged.

しかしながら、配筋がなされていないため、バックアップ鋼板20の平坦部21とコンクリート板10界面との付着力が弱く、地震時における面内剪断力に対して充分な強度が確保できないという懸念がある。また、バックアップ鋼板20の平坦部21とコンクリート板10界面との付着力が弱いところから、充分な耐久性が得れないおそれがあるという問題もある。   However, since there is no bar arrangement, there is a concern that the adhesion between the flat portion 21 of the backup steel plate 20 and the concrete plate 10 interface is weak, and sufficient strength cannot be secured against the in-plane shear force during an earthquake. In addition, there is a problem that sufficient durability may not be obtained because the adhesion between the flat portion 21 of the backup steel plate 20 and the concrete plate 10 interface is weak.

本発明はかかる従来技術の課題に鑑みなされたものであって、鋼板によりバックアップがなされその厚みが薄いコンクリート製外壁面材であっても、バックアップ鋼板の平坦部とコンクリート界面との付着力を所望の強度となし得るコンクリート製外壁面材およびその製法を提供することを目的としている。   The present invention has been made in view of the problems of the prior art, and it is desired to have an adhesive force between the flat portion of the backup steel plate and the concrete interface even if the outer wall material is made of concrete and has a small thickness. It is an object of the present invention to provide a concrete outer wall material and a method for producing the same.

本発明者はかかる従来技術の課題に対し鋭意研究した結果、バックアップ鋼板に金属を溶射して平坦部の表面を適度に荒らすことにより、バックアップ鋼板の平坦部とコンクリート板界面との付着力を所望の強度となし得ることを見出し、本発明を完成するに至った。   As a result of diligent research on the problems of the prior art, the present inventor desired the adhesion between the flat portion of the backup steel plate and the concrete plate interface by spraying metal on the backup steel plate to moderately roughen the surface of the flat portion. As a result, the present invention has been completed.

すなわち、本発明のコンクリート製外壁面材は、バックアップ鋼板を備えてなるコンクリート製外壁面材であって、前記バックアップ鋼板がその内面に溶射金属を有してなることを特徴とする。   That is, the concrete outer wall surface material of the present invention is a concrete outer wall surface material provided with a backup steel plate, wherein the backup steel plate has a sprayed metal on its inner surface.

本発明のコンクリート製外壁面材においては、溶射金属が、バックアップ鋼板と同系統の材質とされてなるのが好ましい。   In the concrete outer wall surface material of the present invention, the sprayed metal is preferably made of the same material as the backup steel plate.

一方、本発明のコンクリート製外壁面材の製法は、バックアップ鋼板を備えてなるコンクリート製外壁面材の製法であって、所定形状に成形されたバックアップ鋼板内面に金属を溶射する手順と、金属が溶射されたバックアップ鋼板を用いて型枠を形成する手順と、型枠にコンクリートを打設する手順と、打設されたコンクリートを養生する手順とを含んでいることを特徴とする。   On the other hand, the method for producing a concrete outer wall material according to the present invention is a method for producing a concrete outer wall material comprising a backup steel plate, the procedure of spraying metal on the inner surface of the backup steel plate formed into a predetermined shape, It includes a procedure for forming a mold using a sprayed backup steel sheet, a procedure for placing concrete on the mold, and a procedure for curing the placed concrete.

本発明によれば、バックアップ鋼板の内面に金属を溶射するという簡単な手法により、コンクリート製外壁面材の合成耐力を向上させることができるという優れた効果が得られる。また、バックアップ鋼板に配筋することなく所望の耐力が外壁面材に得られるので、施工性が向上しそれにともなって生産性も向上するという優れた効果も得られる。   According to the present invention, an excellent effect that the composite yield strength of the concrete outer wall surface material can be improved by a simple technique of spraying metal on the inner surface of the backup steel plate is obtained. Moreover, since the desired proof stress can be obtained for the outer wall surface material without arranging the backup steel plate, an excellent effect that the workability is improved and the productivity is improved accordingly.

以下、添付図面を参照しながら本発明を実施形態に基づいて説明するが、本発明はかかる実施形態のみに限定されるものではない。   Hereinafter, although the present invention is explained based on an embodiment, referring to an accompanying drawing, the present invention is not limited only to this embodiment.

本発明の一実施形態に係るコンクリート製外壁面材(以下、単に外壁面材という)の要部を図1に拡大断面図で示す。   The principal part of the concrete outer wall surface material (henceforth only an outer wall surface material) which concerns on one Embodiment of this invention is shown with an expanded sectional view in FIG.

外壁面材Mは、図1に示すように、コンクリート板10と、コンクリート板10をバックアップするバックアップ鋼板20とを主要構成要素として備えてなるものとされる。   As shown in FIG. 1, the outer wall surface material M includes a concrete plate 10 and a backup steel plate 20 that backs up the concrete plate 10 as main components.

コンクリート板10は、GRC(ガラス繊維補強)コンクリートなどの各種コンクリートからなるものとされる。   The concrete board 10 consists of various concretes, such as GRC (glass fiber reinforcement) concrete.

バックアップ鋼板20は軟鋼鋼板やステンレス鋼板とされ、例えばロール成型により偏平溝型状に形成され、その底面22外面には数条の蟻溝23が長手方向に形成されている。つまり、底面22を内側に突出させて蟻溝23が形成されている。この蟻溝23には、例えば外壁面材Mをパネルフレームに装着するためのナットが装着される。なお、バックアップ鋼板20は、端部が例えば折り曲げ成形されて箱形状とされてもよい。   The backup steel plate 20 is a mild steel plate or a stainless steel plate, and is formed into a flat groove shape by roll molding, for example, and several dovetail grooves 23 are formed on the outer surface of the bottom surface 22 in the longitudinal direction. That is, the dovetail groove 23 is formed with the bottom surface 22 protruding inward. For example, a nut for attaching the outer wall surface material M to the panel frame is attached to the dovetail groove 23. Note that the backup steel plate 20 may be formed into a box shape by bending an end portion thereof, for example.

また、溝型とされたバックアップ鋼板20の内面20a全面には、金属が溶射されて表面が適度に荒らされている。この溶射された金属(溶射金属)24のアンカー効果によりコンクリート板10のバックアップ鋼板20への付着力が向上し、それにより外壁面材Mの合成耐力が向上する。つまり、外壁面材Mに所望の耐力が得られる。ここで、溶射金属24は、バックアップ鋼板20の鋼種の応じて適宜選定される。例えば、バックアップ鋼板20がステンレス鋼板とされていれば、溶射金属24も同系統の材質のもの、つまりステンレス系の材料のものが選定される。   Further, the entire surface of the inner surface 20a of the backup steel plate 20 having a groove shape is thermally sprayed with metal to moderately roughen the surface. The adhesion effect of the concrete plate 10 to the backup steel plate 20 is improved by the anchor effect of the sprayed metal (sprayed metal) 24, thereby improving the composite strength of the outer wall surface material M. That is, a desired proof stress is obtained for the outer wall surface material M. Here, the spray metal 24 is appropriately selected according to the steel type of the backup steel plate 20. For example, if the backup steel plate 20 is a stainless steel plate, the sprayed metal 24 is also selected from the same material, that is, a stainless steel material.

次に、図2〜図6を参照しながら、かかる構成とされている外壁面材Mの製造について説明する。   Next, the manufacture of the outer wall surface material M having such a configuration will be described with reference to FIGS.

手順1:溝型とされたバックアップ鋼板20の内面全面に溶射機Sにより金属溶射をなす(図2参照)。   Procedure 1: Metal spraying is performed on the entire inner surface of the backup steel plate 20 having a groove shape by the thermal spraying machine S (see FIG. 2).

手順2:金属溶射がなされたバックアップ鋼板20を定盤Jにセットする(図3参照)。   Procedure 2: The backup steel plate 20 subjected to metal spraying is set on the surface plate J (see FIG. 3).

手順3:バックアップ鋼板20の開放端面を型板Bにより塞いで型枠Fを完成させる(図4参照)。なお、バックアップ鋼板20が箱形状に形成されていれば、この手順は不要とされる。   Procedure 3: The open end surface of the backup steel plate 20 is closed with the template B to complete the mold F (see FIG. 4). In addition, if the backup steel plate 20 is formed in a box shape, this procedure is unnecessary.

手順4:バックアップ鋼板20を用いて形成された型枠FにコンクリートCを打設する(図5参照)。   Procedure 4: Concrete C is placed on the formwork F formed using the backup steel plate 20 (see FIG. 5).

手順5:所定の養生の後、端部の型板Bを撤去する(図6参照)。なお、バックアップ鋼板20が箱形状に形成されていれば、この手順は不要とされる。   Procedure 5: After predetermined curing, the end template B is removed (see FIG. 6). In addition, if the backup steel plate 20 is formed in a box shape, this procedure is unnecessary.

この一連の手順により、外壁面材Mが完成する。   By this series of procedures, the outer wall surface material M is completed.

このように、この実施形態においては、バックアップ鋼板20の内面20a全面に金属を溶射して内面20aの表面を適度に荒らしているので、バックアップ鋼板20とコンクリート板10界面との付着力が向上し、外壁面材Mの合成耐力が向上して所望の強度が得られる。また、バックアップ鋼板20とコンクリート板10界面との付着力が向上し、外壁面材Mの耐久性が向上する。   Thus, in this embodiment, since the metal is sprayed on the entire inner surface 20a of the backup steel plate 20 to moderately roughen the surface of the inner surface 20a, the adhesion between the backup steel plate 20 and the concrete plate 10 interface is improved. The composite yield strength of the outer wall surface material M is improved and a desired strength is obtained. Moreover, the adhesive force between the backup steel plate 20 and the concrete plate 10 interface is improved, and the durability of the outer wall surface material M is improved.

また、配筋をすることなく所望の合成耐力が外壁面材Mに得られるので、施工性が向上して生産性が向上する。   Moreover, since a desired composite yield strength can be obtained for the outer wall surface material M without arranging bars, workability is improved and productivity is improved.

本発明は、バックアップ鋼板を備えた各種コンクリート製外壁面材に適用できる。   The present invention can be applied to various concrete outer wall materials provided with a backup steel plate.

本発明の一実施形態に係るコンクリート製外壁面材の要部拡大断面図である。It is a principal part expanded sectional view of the concrete outer wall surface material which concerns on one Embodiment of this invention. 本発明のコンクリート製外壁面材の製法における工程の説明図であって、バックアップ鋼板に金属を溶射している状態を示す。It is explanatory drawing of the process in the manufacturing method of the concrete outer wall surface material of this invention, Comprising: The state which is thermally spraying the metal to the backup steel plate is shown. 同説明図であって、バックアップ鋼板を定盤にセットした状態を示す。It is the same explanatory drawing, and shows the state which set the backup steel plate to the surface plate. 同説明図であって、型枠を完成した状態を示す。It is the explanatory drawing, Comprising: The state which completed the formwork is shown. 同説明図であって、型枠にコンクリートを打設している状態を示す。It is the same explanatory drawing, Comprising: The state which has poured concrete into the formwork is shown. 同説明図であって、養生後に端部の型板を撤去した状態を示す。It is the same explanatory drawing, and shows the state which removed the template of the edge part after curing. 従来のコンクリート製外壁面材の図1相当図である。It is a figure equivalent to FIG. 1 of the conventional concrete outer wall surface material.

符号の説明Explanation of symbols

10 コンクリート板
20 バックアップ鋼板
20a 内面
21 平坦部
22 底面
23 蟻溝
24 溶射金属
B 型板
F 型枠
J 定盤
S 溶射機
M 外壁面材
DESCRIPTION OF SYMBOLS 10 Concrete board 20 Backup steel plate 20a Inner surface 21 Flat part 22 Bottom 23 Dovetail 24 Thermal spray metal B Type plate F Formwork J Surface plate S Thermal spray machine M Outer wall surface material

Claims (3)

バックアップ鋼板を備えてなるコンクリート製外壁面材であって、前記バックアップ鋼板がその内面に溶射金属を有してなることを特徴とするコンクリート製外壁面材。   A concrete outer wall surface material comprising a backup steel plate, wherein the backup steel plate has a sprayed metal on its inner surface. 溶射金属が、バックアップ鋼板と同系統の材質とされてなることを特徴とする請求項1記載のコンクリート製外壁面材。   The concrete outer wall material according to claim 1, wherein the sprayed metal is made of the same material as the backup steel plate. バックアップ鋼板を備えてなるコンクリート製外壁面材の製法であって、
所定形状に成形されたバックアップ鋼板内面に金属を溶射する手順と、
金属が溶射されたバックアップ鋼板を用いて型枠を形成する手順と、
型枠にコンクリートを打設する手順と、
打設されたコンクリートを養生する手順
とを含んでいることを特徴とするコンクリート製外壁面材の製法。
A method for producing a concrete outer wall material comprising a backup steel plate,
A procedure for spraying metal on the inner surface of a backup steel sheet formed into a predetermined shape;
A procedure for forming a formwork using a backup steel plate sprayed with metal,
A procedure for placing concrete in the formwork;
A method for producing a concrete outer wall material, comprising: curing a placed concrete.
JP2005067345A 2005-03-10 2005-03-10 Concrete-made exterior wall surface material and its manufacturing method Pending JP2006249767A (en)

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JP2005067345A JP2006249767A (en) 2005-03-10 2005-03-10 Concrete-made exterior wall surface material and its manufacturing method

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6195818U (en) * 1984-11-29 1986-06-20
JPH08183136A (en) * 1994-12-28 1996-07-16 Kawasaki Steel Corp Heavy-duty corrosionproof coated steel sheet having excellent adhesive property and corrosionproof property
JP2003035008A (en) * 2001-07-24 2003-02-07 Daiwa House Ind Co Ltd External wall panel

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6195818U (en) * 1984-11-29 1986-06-20
JPH08183136A (en) * 1994-12-28 1996-07-16 Kawasaki Steel Corp Heavy-duty corrosionproof coated steel sheet having excellent adhesive property and corrosionproof property
JP2003035008A (en) * 2001-07-24 2003-02-07 Daiwa House Ind Co Ltd External wall panel

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