JP3371049B2 - Manufacturing method of cement exterior wallboard - Google Patents

Manufacturing method of cement exterior wallboard

Info

Publication number
JP3371049B2
JP3371049B2 JP27385995A JP27385995A JP3371049B2 JP 3371049 B2 JP3371049 B2 JP 3371049B2 JP 27385995 A JP27385995 A JP 27385995A JP 27385995 A JP27385995 A JP 27385995A JP 3371049 B2 JP3371049 B2 JP 3371049B2
Authority
JP
Japan
Prior art keywords
wall
groove
cement outer
cement
die
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 - Fee Related
Application number
JP27385995A
Other languages
Japanese (ja)
Other versions
JPH09109128A (en
Inventor
佳寛 柴田
尚基 服部
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.)
Nichiha Corp
Original Assignee
Nichiha Corp
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 Nichiha Corp filed Critical Nichiha Corp
Priority to JP27385995A priority Critical patent/JP3371049B2/en
Publication of JPH09109128A publication Critical patent/JPH09109128A/en
Application granted granted Critical
Publication of JP3371049B2 publication Critical patent/JP3371049B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Moulds, Cores, Or Mandrels (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、弾性変形可能な成
形型内にセメント成形材料を注型して一体成形するセメ
ント外壁板の製造方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing a cement outer wall board in which a cement molding material is cast into an elastically deformable molding die and integrally molded.

【0002】[0002]

【従来の技術】近年来、住宅の外壁板として、表面柄模
様の意匠性に優れ且つ施工性に優れたセメント外壁板の
需要が著しく増大している。このセメント外壁板の成形
方法には、大別して押圧成形法と注型法の2通りの方法
があるが、例えば自然石調の彫の深い凹凸模様柄を成形
するには注型法が適している。注型法で成形されたセメ
ント外壁板の取付構造は、一般的に図7に示すように、
セメント外壁板11を留付金具12を用いて下地材13
に取り付けるようになっており、そのためにセメント外
壁板11の上下又は左右の両端面(木口面)には、留付
金具12の係止片12aを嵌合する係止溝14が切削加
工されている。
2. Description of the Related Art In recent years, there has been a marked increase in the demand for cement outer wall boards, which are excellent in the design of the surface pattern and have good workability, as the outer wall boards of houses. There are roughly two types of molding methods for this cement outer wall plate: a pressure molding method and a casting method. For example, the casting method is suitable for molding a deep concave-convex pattern of natural stone. There is. The mounting structure of the cement outer wall plate molded by the casting method is generally as shown in FIG.
The cement outer wall board 11 is attached to the base material 13 using the fasteners 12.
For this purpose, the engaging groove 14 for fitting the engaging piece 12a of the fastening metal fitting 12 is cut on the upper and lower or left and right end faces (the mouth end face) of the cement outer wall plate 11 for that purpose. There is.

【0003】[0003]

【発明が解決しようとする課題】上記従来技術では、セ
メント外壁板11の成形時に係止溝14を同時に成形し
ようとしても、係止溝14の型抜きが不可能なため、セ
メント外壁板11を注型法で成形し、脱型後に該セメン
ト外壁板11に係止溝14を切削加工するようにしてい
る。このため、成形工程と溝切削工程の2つの工程を必
要とし、生産性が悪いばかりか、高価な溝切削機を必要
とし、設備コストが高くなる欠点もある。しかも、溝切
削工程でセメント外壁板11の係止溝14の周辺部分に
欠けやひび割れが入ることがあり、それによる歩留り低
下と、上述した生産性の悪さや設備コストの高さから総
じて製品コストが高くなる欠点があった。
According to the above-mentioned prior art, even if the engaging groove 14 is formed at the same time when the cement outer wall plate 11 is formed, the engaging groove 14 cannot be die-cut, so that the cement outer wall plate 11 is not formed. It is formed by a casting method, and after the mold is removed, the engaging groove 14 is cut on the cement outer wall plate 11. For this reason, there are the disadvantages that two steps, a forming step and a groove cutting step, are required, and not only the productivity is poor, but also an expensive groove cutting machine is required and the equipment cost becomes high. Moreover, chipping or cracking may occur in the peripheral portion of the engaging groove 14 of the cement outer wall plate 11 in the groove cutting process, which results in a decrease in yield and the above-mentioned poor productivity and high equipment cost, which generally result in product cost. There was a drawback that it became high.

【0004】本発明はこのような事情を考慮してなされ
たものであり、従ってその目的は、セメント外壁板の表
面の凹凸模様柄と端面の係止溝とを同時に成形すること
ができて、溝切削工程を不要にした生産性・コスト性に
優れたセメント外壁板の製造方法を提供することにあ
る。
The present invention has been made in view of the above circumstances, and therefore an object thereof is to be able to simultaneously form a concavo-convex pattern on the surface of a cement outer wall plate and a locking groove on the end face, It is an object of the present invention to provide a method for manufacturing a cement outer wall board which does not require a groove cutting step and is excellent in productivity and cost.

【0005】上記目的を達成するために、本発明の請求
項1のセメント外壁板の製造方法は弾性変形可能な成形
型内にセメント成形材料を注型して一体成形する方法で
あって、セメント外壁板の上下又は左右の両端面(木口
面)に、留付金具を嵌合する係止溝を前記成形型のキャ
ビティ側壁に形成された溝成形凸部で成形すると共に、
該係止溝の表壁面側の内側面を、溝底から表壁面近傍に
向かって傾斜する傾斜面に成形し、セメント硬化後に前
記溝成形凸部の有るキャビティ側壁に形成された嵌合凹
部に拡張フックを挿入し、該拡張フックにより該キャビ
ティ側壁を拡開変形させることでセメント外壁板を型抜
きするものである。
In order to achieve the above-mentioned object, the method for producing a cement outer wall plate according to claim 1 of the present invention is a method of casting a cement molding material in an elastically deformable molding die and integrally molding the cement molding material. Along with the upper and lower or left and right end faces of the outer wall plate (the mouth face), locking grooves for fitting the fasteners are formed by the groove forming protrusions formed on the side wall of the cavity of the forming die,
The inner surface on the front wall surface side of the locking groove is formed into an inclined surface that inclines from the groove bottom toward the vicinity of the front wall surface, and the fitting recess formed on the side wall of the cavity having the groove forming projection after cement hardening.
Insert the extension hook into the
The outer wall plate of the cement is die-cut by expanding and deforming the side wall of the tee .

【0006】即ち、従来の係止溝(図7参照)は、型抜
き方向(つまり板厚方向)とほぼ直角若しくはそれに近
い角度で形成されていたため、型抜き方向の関係で係止
溝を壁面の凹凸模様柄と同時に成形することは不可能で
あった。
That is, since the conventional locking groove (see FIG. 7) is formed at a right angle or an angle close to it in the die cutting direction (that is, the plate thickness direction), the locking groove is formed on the wall surface in relation to the die cutting direction. It was not possible to mold simultaneously with the uneven pattern.

【0007】そこで、本発明は、弾性変形可能な成形
型を用いて型抜き時にキャビティ側壁を拡開変形させな
がら型抜きできるようにすると共に、係止溝の表壁面
側の内側面を、溝底から表壁面近傍に向かって傾斜する
傾斜面に成形し、更に、型抜きを自動化するために、
溝成形凸部の有るキャビティ側壁の嵌合凹部に拡張フッ
クを挿入し、該拡張フックにより該キャビティ側壁を拡
開変形させることでセメント外壁板を型抜きするように
している。これにより、型抜き時に溝成形凸部の有るキ
ャビティ側壁を拡張フックにより拡開変形させると、溝
成形凸部が係止溝からある程度抜け出た状態となる。こ
の状態では、たとえ溝成形凸部が係止溝から完全に抜き
出た状態にならなくても、係止溝の表壁面側(つまり型
抜き方向側)の内側面が溝底から表壁面近傍に向かって
傾斜する傾斜面になっているので、キャビティ側壁を拡
開変形させながら型抜きを行えば、その途中で溝成形凸
部が係止溝の傾斜面に突き当たった後は、該溝成形凸部
が該傾斜面に沿って型抜き方向に滑りながら該溝成形凸
部やキャビティ側壁を徐々に変形させて、型抜きを最後
まで行うことができる。
Therefore, according to the present invention, an elastically deformable mold is used so that the cavity side wall can be expanded and deformed at the time of mold removal, and the inner surface on the front wall surface side of the locking groove is To form an inclined surface that inclines from the bottom toward the front wall surface, and to automate die cutting,
Extend the extension hook into the fitting recess on the side wall of the cavity that has the groove forming protrusion.
Insert and insert the expansion hook to expand the cavity side wall.
Cement outer wall plate is cut by opening deformation
is doing. As a result, when the side wall of the cavity having the groove forming protrusion is expanded and deformed by the expansion hook during die cutting, the groove forming protrusion comes out of the locking groove to some extent. In this state, even if the groove-forming convex portion is not completely pulled out from the locking groove, the inner surface of the locking groove on the front wall surface side (that is, the die cutting direction side) is located near the front wall surface from the groove bottom. Since the sloping surface inclines toward the side, if the cavity side wall is expanded and deformed and die cutting is performed, the groove forming convex part abuts on the sloping surface of the locking groove, and then the groove forming is performed. The groove forming protrusion and the side wall of the cavity are gradually deformed while the protrusion slides along the inclined surface in the die cutting direction, and the die cutting can be completed.

【0008】また、請求項2では、セメント外壁板の板
厚tに対する係止溝の開口幅cの比率c/tが45〜7
0%の範囲内となるようにしている。この比率c/tが
45%以下になると、係止溝の内側面の傾斜が急峻とな
り、型抜きの際に溝成形凸部が溝内側面を滑りにくくな
ってスムーズな型抜きが困難になると共に、溝成形凸部
が損傷しやすくなり、成形型の寿命が短くなる。一方、
比率c/tが70%を越えると、型抜きは容易になる
が、セメント外壁板の端面のうちの留付金具と嵌合する
部分の厚み寸法が小さくなってしまい、地震・風圧等の
荷重に対する壁取付強度が弱くなってしまう。この点、
比率c/tが45〜70%の範囲内であればスムーズな
型抜きと壁取付強度確保とを両立させることができる。
更に、請求項3のように、キャビティ側壁の嵌合凹部周
囲に補強材を配設すると良い。このようにすれば、拡張
フックをキャビティ側壁の嵌合凹部に挿入して該キャビ
ティ側壁を拡開変形させる作業を繰り返し何回も行って
も、キャビティ側壁の嵌合凹部周囲の損傷を補強材によ
って防止することができ、成形型を長期間使用すること
ができる。
In the second aspect, the ratio c / t of the opening width c of the engaging groove to the plate thickness t of the cement outer wall plate is 45 to 7.
It is set within the range of 0%. When this ratio c / t is 45% or less, the inclination of the inner side surface of the locking groove becomes steep, and the groove forming projections are less likely to slip on the inner side surface of the groove during die cutting, making smooth die cutting difficult. At the same time, the groove forming protrusions are easily damaged, and the life of the forming die is shortened. on the other hand,
When the ratio c / t exceeds 70%, die cutting becomes easy, but the thickness dimension of the portion of the end surface of the cement outer wall plate that fits with the fastening metal fitting becomes small, and the load such as earthquake and wind pressure is reduced. The wall mounting strength will be weakened. In this respect,
When the ratio c / t is in the range of 45 to 70%, it is possible to achieve both smooth die-cutting and securing of wall mounting strength.
Furthermore, according to claim 3, the cavity surrounding the fitting recess
It is advisable to arrange a reinforcing material in the surrounding area. This way, the expansion
Insert the hook into the fitting recess on the side wall of the cavity to
Repeat the work of expanding and deforming the tee side wall many times
Also, the damage around the fitting recess on the side wall of the cavity should be prevented by the reinforcement material.
Can be prevented by using the mold for a long time
You can

【0009】[0009]

【発明の実施の形態】以下、本発明の一実施形態を図面
に基づいて説明する。まず、図2に基づいてセメント外
壁板21の形状を説明する。セメント外壁板21の表面
には凹凸模様柄が形成され、裏面には軽量化・成形材料
節減のための凹部22が形成されている。また、セメン
ト外壁板21の上下又は左右の両端面(木口面)には、
後述する留付金具33の係止片33a(図1参照)を嵌
め込むための係止溝34が形成されている。この係止溝
34の表壁面側(つまり型抜き方向側)の内側面34a
は、溝底から表壁面近傍に向かって傾斜する傾斜面に形
成されている。また、係止溝34の裏面側の内側面34
bは、裏面側へ少し傾斜され、それによって留付金具3
3の係止片33aとの嵌合がスムーズに行えるようにな
っている。この係止溝34の形状は、セメント外壁板2
1の板厚tに対する係止溝34の開口幅cの比率c/t
が45〜70%の範囲内となるように形成されている。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. First, the shape of the cement outer wall plate 21 will be described with reference to FIG. A concave-convex pattern is formed on the surface of the cement outer wall plate 21, and a concave portion 22 is formed on the rear surface for reducing the weight and saving the molding material. In addition, on the upper and lower sides or the left and right end faces (the mouth side) of the cement outer wall plate 21,
A locking groove 34 for fitting a locking piece 33a (see FIG. 1) of a fastening metal fitting 33 described later is formed. An inner side surface 34a of the locking groove 34 on the front wall surface side (that is, the die cutting direction side)
Is formed on an inclined surface that inclines from the groove bottom toward the vicinity of the front wall surface. In addition, the inner surface 34 on the rear surface side of the locking groove 34
b is slightly inclined to the back side, so that the fastener 3
The engagement with the locking piece 33a of No. 3 can be smoothly performed. The shape of the locking groove 34 is the cement outer wall plate 2
Ratio of opening width c of locking groove 34 to plate thickness t of 1 c / t
Is formed to fall within the range of 45 to 70%.

【0010】以上のように形成されたセメント外壁板2
1の取付構造を図1に基づいて説明する。セメント外壁
板21を取り付けるための留付金具33は、ステンレス
板等の板金加工又はアルミの押出し成形により形成さ
れ、その中央部には、一対の係止片33aがセメント外
壁板21の係止溝34の内側面34bに合致するように
形成されている。この留付金具33は、建物の柱材(図
示せず)に固定された下地材36に対してビス37で固
定され、この留付金具33の係止片33aにセメント外
壁板21の係止溝34(嵌合凸部35)を嵌め込むこと
で、セメント外壁板21が下地材36に取り付けられ
る。
The cement outer wall plate 2 formed as described above
The mounting structure of No. 1 will be described with reference to FIG. The fastening fitting 33 for mounting the cement outer wall plate 21 is formed by sheet metal working of a stainless steel plate or the like or extrusion molding of aluminum, and a pair of locking pieces 33a are provided at the center thereof with locking grooves of the cement outer wall plate 21. It is formed so as to match the inner side surface 34 b of 34. The fastening metal fitting 33 is fixed by a screw 37 to a base material 36 fixed to a pillar material (not shown) of the building, and the engagement piece 33a of the fastening metal fitting 33 is engaged with the cement outer wall board 21. The cement outer wall plate 21 is attached to the base material 36 by fitting the groove 34 (fitting convex portion 35).

【0011】次に、セメント外壁板21を成形する成形
型41の構造を図4に基づいて説明する。成形型41
は、例えばシリコーン系又はウレタン系の軟質合成樹脂
・合成ゴムにより形成されている。この成形型41内に
は、中間壁42で仕切られた2つのキャビティ43が形
成されている。各キャビティ43は、左右両辺が長く、
前後両辺が短い長方形状であり、底面に凹凸模様が形成
されている。更に、セメント外壁板21の係止溝34を
成形するために、成形型41の対向する2辺のキャビテ
ィ側壁44bには溝成形凸部40が一体に形成されてい
る。
Next, the structure of the molding die 41 for molding the cement outer wall plate 21 will be described with reference to FIG. Mold 41
Is formed of, for example, a silicone-based or urethane-based soft synthetic resin / synthetic rubber. In this mold 41, two cavities 43 partitioned by an intermediate wall 42 are formed. Each cavity 43 has long left and right sides,
It has a rectangular shape with short front and rear sides, and an uneven pattern is formed on the bottom surface. Further, in order to form the locking groove 34 of the cement outer wall plate 21, groove forming convex portions 40 are integrally formed on the cavity side walls 44b of the molding die 41 on two opposite sides.

【0012】また、成形型41の4辺のキャビティ側壁
44a,44bのうち、経時的な線収縮による湾曲変形
が問題になる長辺側の左右のキャビティ側壁44aに
は、それぞれ補正溝45が形成されている。各補正溝4
5はキャビティ側壁44aの内壁面に沿って平行に延
び、各補正溝45の全長がキャビティ43の内壁面寸法
と同一に設定されている。また、各補正溝45の溝幅
は、その外側の側壁部46の内側への経時的湾曲変形量
よりも大きい寸法に設定されている。
Further, among the cavity side walls 44a and 44b on the four sides of the molding die 41, correction grooves 45 are formed respectively on the left and right cavity side walls 44a on the long side where bending deformation due to linear contraction over time poses a problem. Has been done. Each correction groove 4
5 extends in parallel along the inner wall surface of the cavity side wall 44a, and the total length of each correction groove 45 is set to be the same as the inner wall surface dimension of the cavity 43. In addition, the groove width of each correction groove 45 is set to a dimension larger than the amount of inward bending deformation of the outer side wall portion 46.

【0013】更に、成形型41の前後のキャビティ側壁
44bには、湾曲変形防止用の補正溝を兼ねる脱型用の
嵌合凹部47が形成されている。この嵌合凹部47も、
キャビティ側壁44bのほぼ全長にわたって形成され、
この嵌合凹部47の周囲に、硬質樹脂板、金属板等で形
成された補強材48がインサート成形されている。ま
た、成形型41の底面部下面には、型抜き時の成形型4
1の弾性変形を容易にするための多数の凹溝49が列設
され、底面部下面が波形状に形成されている。
Further, on the front and rear cavities side walls 44b of the molding die 41, there are formed fitting recesses 47 for demolding which also serve as correction grooves for preventing bending deformation. This fitting recess 47 also
Is formed over almost the entire length of the cavity side wall 44b,
Around the fitting recess 47, a reinforcing material 48 formed of a hard resin plate, a metal plate or the like is insert-molded. Further, the lower surface of the bottom surface of the molding die 41 is provided with a molding die 4 at the time of die cutting.
A large number of concave grooves 49 for facilitating elastic deformation of 1 are arranged in a row, and the lower surface of the bottom surface portion is formed in a wave shape.

【0014】一方、図5に示すように、成形型41の上
面には蓋50が被せられる。この蓋50の材質は、特に
限定するものではなく、例えば、合成樹脂製,木製,金
属製,FRP等、いずれの材料でも良い。この蓋50
は、上面が平坦に形成され、下面に補正溝45に嵌合す
る嵌合凸部51が形成されている。また、この蓋50の
下面には、各キャビティ43内に膨出する2つの膨出部
52が形成され、この膨出部52がセメント成形品であ
るセメント外壁板21の裏面(図5では上面)に凹部2
2を成形する型として利用されると共に、2つの膨出部
52間の凹部53内に中間壁42の上端が嵌まり込んで
固定されるようになっている。
On the other hand, as shown in FIG. 5, the upper surface of the molding die 41 is covered with a lid 50. The material of the lid 50 is not particularly limited, and may be any material such as synthetic resin, wood, metal, and FRP. This lid 50
Has a flat upper surface and a lower surface provided with a fitting protrusion 51 that fits into the correction groove 45. Further, on the lower surface of the lid 50, two bulging portions 52 bulging into the respective cavities 43 are formed, and the bulging portions 52 are the back surface (the upper surface in FIG. 5) of the cement outer wall plate 21 which is a cement molded product. ) To recess 2
It is used as a mold for molding 2, and the upper end of the intermediate wall 42 is fitted and fixed in the recess 53 between the two bulging portions 52.

【0015】次に、図6に基づいて成形型41からセメ
ント外壁板21を型抜きする型抜き装置61の構成を説
明する。成形型41を搬送する搬送ローラ62の左右両
側の上方には、それぞれシリンダ63が回動機構(図示
せず)に取り付けられ、各シリンダ63のロッドの先端
には、プレート状の拡張フック66が取り付けられてい
る。この拡張フック66は、挿入する細長い嵌合凹部4
7に対応して幅広に形成されている。通常時(型抜き時
以外)は、シリンダ63が図6(a)に二点鎖線で示す
退避位置まで上方に回動されて、拡張フック66が成形
型41の上方へ退避した状態に保持され、型抜き時に
は、シリンダ63が図6(a)に実線で示す型抜き位置
まで下方に回動されて、拡張フック66が成形型41の
キャビティ側壁44bの嵌合凹部47内に嵌まり込んだ
状態となる。
Next, the construction of the die-cutting device 61 for die-cutting the cement outer wall plate 21 from the molding die 41 will be described with reference to FIG. Cylinders 63 are attached to a rotating mechanism (not shown) above the left and right sides of a conveyance roller 62 that conveys the molding die 41, and a plate-shaped expansion hook 66 is provided at the tip of the rod of each cylinder 63. It is installed. The extension hook 66 is provided for inserting the elongated fitting recess 4
It is formed wide corresponding to 7. In normal times (other than during die cutting), the cylinder 63 is rotated upward to the retracted position shown by the two-dot chain line in FIG. 6A, and the expansion hook 66 is retained in a state retracted above the molding die 41. During the die cutting, the cylinder 63 is rotated downward to the die cutting position shown by the solid line in FIG. 6A, and the expansion hook 66 is fitted into the fitting recess 47 of the cavity side wall 44b of the molding die 41. It becomes a state.

【0016】また、成形型41の下方には、成形型41
の底面を下方から押圧して湾曲させる押圧装置72が配
置されている。この押圧装置72は、上向きに配列され
た複数のエアシリンダ73と、各エアシリンダ73のロ
ッドに取り付けられた押圧体74とから構成されてい
る。
Below the molding die 41, the molding die 41 is provided.
A pressing device 72 that presses the bottom surface of the device from below to bend it is disposed. The pressing device 72 is composed of a plurality of air cylinders 73 arranged upward and a pressing body 74 attached to a rod of each air cylinder 73.

【0017】一方、図6(b)に示すように、成形型4
1の上方には、セメント外壁板21を吸着して成形型4
1から上方へ取り出すための吸着装置67が配置されて
いる。この吸着装置67は、空気吸引装置(図示せず)
にホース68を介して接続された扁平な真空吸着パッド
69を成形型41の真上に配置し、この真空吸着パッド
69をユニバーサルジョイント70を介して昇降機構
(図示せず)の昇降軸71に連結した構成となってい
る。
On the other hand, as shown in FIG.
1, the cement outer wall plate 21 is adsorbed to the upper side of the molding die 4
An adsorption device 67 for taking out from 1 is arranged. This adsorption device 67 is an air suction device (not shown).
A flat vacuum suction pad 69 connected to the above via a hose 68 is arranged right above the molding die 41, and this vacuum suction pad 69 is mounted on a lifting shaft 71 of a lifting mechanism (not shown) via a universal joint 70. It is a connected structure.

【0018】次に、成形型41内で硬化したセメント外
壁板21を型抜きする手順を説明する。まず、セメント
硬化後に成形型41の上面から蓋50を取り外した後、
成形型41を搬送ローラ62によって型抜き装置61へ
搬送し、次のような手順で型抜きする。まず、拡張フッ
ク66を図6(a)に二点鎖線で示す退避位置から実線
で示す型抜き位置へ下降させ、拡張フック66を成形型
41のキャビティ側壁44bの嵌合凹部47内に嵌まり
込ませる。この状態で、両側のシリンダ63を作動させ
て、図6(b)に実線で示すように両側の拡張フック6
6間の間隔を広げて該キャビティ側壁44bを拡開変形
させながら、成形型41の底面を下方から押圧装置72
の押圧体74で押圧して該成形型41の底面を上方に凸
となるように湾曲させることにより、該成形型41内の
セメント外壁板21をキャビティ43の底面両側部から
浮き上がらせる。
Next, the procedure for removing the cement outer wall plate 21 cured in the molding die 41 will be described. First, after removing the lid 50 from the upper surface of the molding die 41 after hardening the cement,
The forming die 41 is conveyed to the die-cutting device 61 by the conveying rollers 62, and is die-cut by the following procedure. First, the expansion hook 66 is lowered from the retracted position shown by the chain double-dashed line in FIG. 6A to the die-cutting position shown by the solid line, and the expansion hook 66 is fitted into the fitting recess 47 of the cavity side wall 44b of the molding die 41. Let it go. In this state, the cylinders 63 on both sides are actuated to move the extension hooks 6 on both sides as shown by the solid line in FIG. 6 (b).
While expanding the space between the six and expanding and deforming the cavity side wall 44b, the bottom surface of the molding die 41 is pressed from below.
The bottom surface of the molding die 41 is curved by being pressed by the pressing body 74 so as to be convex upward, so that the cement outer wall plate 21 in the molding die 41 is lifted from both side portions of the bottom surface of the cavity 43.

【0019】この際、キャビティ側壁44bを拡開変形
させることで、溝成形凸部40が係止溝34からある程
度抜け出た状態となる。この状態では、たとえ溝成形凸
部40が係止溝34から完全に抜き出た状態にならなく
ても、係止溝34の表壁面側(つまり型抜き方向側)の
内側面34aが溝底から表壁面近傍に向かって傾斜する
傾斜面になっているので、キャビティ側壁44bを拡開
変形させながら、押圧装置72により成形型41の底面
を湾曲させてセメント外壁板21をキャビティ43の底
面両側部から浮き上がらせた状態で、上方から真空吸着
パッド69を下降させて真空吸着パッド69でセメント
外壁板21を吸着して上方へ引き上げると、その途中で
溝成形凸部40が係止溝34の傾斜面34aに突き当た
った後は溝成形凸部40が傾斜面34a上を型抜き方向
に滑りながら溝成形凸部40自身の変形やキャビティ側
壁44bの変形を利用して、溝成形凸部40が係止溝3
4から完全に抜き出され、セメント外壁板21が成形型
41から取り出される。
At this time, by expanding and deforming the cavity side wall 44b, the groove forming convex portion 40 comes out of the locking groove 34 to some extent. In this state, even if the groove forming convex portion 40 is not completely pulled out from the locking groove 34, the inner side surface 34a of the locking groove 34 on the front wall surface side (that is, the die cutting direction side) is the groove bottom. Since it is an inclined surface that inclines toward the vicinity of the front wall surface, the bottom surface of the molding die 41 is curved by the pressing device 72 while the cavity side wall 44b is expanded and deformed, and the cement outer wall plate 21 is placed on both sides of the bottom surface of the cavity 43. When the vacuum suction pad 69 is lowered from above and the cement outer wall plate 21 is sucked up by the vacuum suction pad 69 and pulled up in the state of being lifted up from the above part, the groove forming convex portion 40 of the groove forming convex portion 40 of the locking groove 34 is formed on the way. after hits the inclined surface 34a utilizes the deformation of the groove forming protrusions 40 own deformation or cavity sidewall 44b while sliding on the groove forming protrusions 40 is the inclined surface 34a in the die cutting direction, the groove forming protrusions 4 There locking groove 3
4, the cement outer wall plate 21 is taken out from the molding die 41.

【0020】上記真空吸着パッド69でセメント外壁板
21を吸着する際に、セメント外壁板21がどの方向に
傾いていても、その傾きに合わせて真空吸着パッド69
の傾きがユニバーサルジョイント70によって自在に変
化し、それによって真空吸着パッド69がセメント外壁
板21の上面に確実に密着され、セメント外壁板21が
確実に吸着保持される。
When the cement outer wall plate 21 is adsorbed by the vacuum adsorption pad 69, no matter which direction the cement outer wall plate 21 is inclined, the vacuum adsorption pad 69 is adapted to the inclination.
The universal joint 70 freely changes the inclination of the vacuum suction pad 69, so that the vacuum suction pad 69 is securely brought into close contact with the upper surface of the cement outer wall plate 21, and the cement outer wall plate 21 is securely sucked and held.

【0021】このようにして真空吸着パッド69で吸着
されたセメント外壁板21を搬送装置(図示せず)へ搬
送し、該セメント外壁板21を搬送装置に載置した後に
真空吸着パッド69による吸着を解除すれば、セメント
外壁板21が成形型41から落下して傷付くこともな
く、セメント外壁板21にクラックや欠けが発生するこ
とが防止される。尚、型抜き後の成形型41は、離型剤
が塗布された後スタートラインに返送される。
The cement outer wall plate 21 thus adsorbed by the vacuum adsorption pad 69 is conveyed to a conveying device (not shown), and the cement outer wall plate 21 is placed on the conveying device and then adsorbed by the vacuum adsorption pad 69. When the above is released, the cement outer wall plate 21 does not drop from the molding die 41 and is not damaged, and cracks or chips are prevented from occurring in the cement outer wall plate 21. The mold 41 after the die cutting is returned to the start line after the release agent is applied.

【0022】以上説明した本実施形態では、弾性変形可
能な成形型41を用いると共に、セメント外壁板21の
係止溝34の表壁面側の内側面34aを、溝底から表壁
面近傍に向かって傾斜する傾斜面に成形するようにした
ので、型抜き時にセメント外壁板21のキャビティ側壁
44bを拡開変形させながら型抜きすることで、セメン
ト外壁板21の表面の凹凸模様柄と端面の係止溝34と
を同時に成形することが可能となる。このため、従来の
溝切削工程が不要となり、生産性を向上できると共に、
従来の溝切削機が不要となり、設備コストも低減でき
る。しかも、従来の溝切削工程で発生していた欠けやひ
び割れ等の不良品が発生しなくなり、製品歩留りが向上
し、上述した事情と相俟って製品コスト低減を達成する
ことができる。
In the present embodiment described above, the elastically deformable mold 41 is used, and the inner surface 34a of the cement outer wall plate 21 on the front wall surface side of the engaging groove 34 is moved from the groove bottom to the vicinity of the front wall surface. Since the sloping inclined surface is formed, the cavity side wall 44b of the cement outer wall plate 21 is expanded and deformed at the time of die-cutting, so that the concavo-convex pattern on the surface of the cement outer wall plate 21 and the end face are locked. The groove 34 and the groove 34 can be formed at the same time. Therefore, the conventional groove cutting process is not required, and productivity can be improved, and
The conventional groove cutting machine is not required, and the equipment cost can be reduced. In addition, defective products such as chips and cracks that have been generated in the conventional groove cutting process are not generated, the product yield is improved, and the product cost reduction can be achieved in combination with the above circumstances.

【0023】ところで、型抜き時に溝成形凸部40が係
止溝34の傾斜面34aに沿って型抜き方向に滑りなが
ら抜き出されるため、係止溝34の傾斜面34aは傾斜
が緩い方が型抜きが容易となる。しかしながら、図3
(a)に示すように、傾斜面34aの傾斜が緩すぎる
と、係止溝34の開口幅cが大きくなりすぎるため、傾
斜面34aの先端が表壁面の凹凸模様柄にかかってしま
い、表壁面の凹凸模様柄を損なうばかりか、傾斜面34
aの先端がエッジ形状になって欠けやひび割れが生じや
すくなる。また、セメント外壁板21の壁取付強度を確
保するには、留付金具33と嵌合する嵌合凸部35の厚
み寸法Dを一定以上確保する必要がある。この関係か
ら、セメント外壁板21の板厚tに対する係止溝34の
開口幅cの比率(以下「欠損率」という)c/tの上限
は70%となる。
By the way, since the groove forming convex portion 40 is pulled out along the inclined surface 34a of the locking groove 34 in the die cutting direction during the die cutting, the inclined surface 34a of the locking groove 34 should have a gentler inclination. Die cutting becomes easy. However, FIG.
As shown in (a), if the inclination of the inclined surface 34a is too gentle, the opening width c of the locking groove 34 becomes too large, so that the tip of the inclined surface 34a is caught by the uneven pattern of the front wall surface. Not only the uneven pattern on the wall is damaged, but also the inclined surface 34
The tip of a has an edge shape, and chipping or cracking is likely to occur. Further, in order to secure the wall mounting strength of the cement outer wall plate 21, it is necessary to secure a certain thickness D or more of the fitting convex portion 35 that fits with the fastening metal fitting 33. From this relationship, the upper limit of the ratio of the opening width c of the locking groove 34 to the plate thickness t of the cement outer wall plate 21 (hereinafter referred to as “defect ratio”) c / t is 70%.

【0024】一方、この欠損率c/tが45%以下にな
ると、図3(e),(f)に示すように、係止溝34の
傾斜面34aの傾斜が急峻となり、型抜きの際に溝成形
凸部40が傾斜面34aを滑りにくくなってスムーズな
型抜きが困難になると共に、溝成形凸部40が損傷しや
すくなり、成形型41の寿命が短くなる。
On the other hand, when the defect rate c / t is 45% or less, as shown in FIGS. 3 (e) and 3 (f), the sloped surface 34a of the locking groove 34 becomes steep, which causes a difficulty in die cutting. In addition, the groove forming protrusion 40 is less likely to slip on the inclined surface 34a, which makes it difficult to smoothly perform die-cutting, the groove forming protrusion 40 is easily damaged, and the life of the forming die 41 is shortened.

【0025】それ故に、本実施形態のように、欠損率c
/tが45〜70%の範囲内とすれば、スムーズな型抜
きと成形型41の耐久性向上を図りながら壁取付強度
(嵌合凸部35の厚み寸法D)を確保することができ
る。
Therefore, as in this embodiment, the defect rate c
When / t falls within the range of 45 to 70%, the wall mounting strength (thickness dimension D of the fitting convex portion 35) can be secured while achieving smooth die cutting and improving the durability of the molding die 41.

【0026】ところで、軟質合成樹脂・合成ゴム製の成
形型41は経時的に線収縮する性質があるが、上記実施
形態では、図4に示すように、成形型41の長辺側の左
右のキャビティ側壁44aにそれぞれ補正溝45を形成
し、その補正溝45の全長をキャビティ43の内壁面寸
法と同一に設定したので、キャビティ側壁44aに経時
的に線収縮が生じたとしても、補正溝45が形成されて
いる領域の内側の側壁部65は、内壁面と外壁面の双方
の収縮量が等しくなり、内壁面側に生じる収縮応力と外
壁面側に生じる収縮応力とがバランスして、内壁面の経
時的な湾曲変形が抑えられる。
By the way, the molding die 41 made of soft synthetic resin / synthetic rubber has a property of linearly contracting with time, but in the above embodiment, as shown in FIG. Since the correction groove 45 is formed on each of the cavity side walls 44a and the entire length of the correction groove 45 is set to be the same as the inner wall surface dimension of the cavity 43, even if linear shrinkage occurs in the cavity side wall 44a over time, the correction groove 45 is formed. In the side wall portion 65 on the inner side of the region where the inner wall surface is formed, the contraction amounts of both the inner wall surface and the outer wall surface are equal, the contraction stress generated on the inner wall surface side and the contraction stress generated on the outer wall surface side are balanced, and Curvature deformation of the wall surface with time is suppressed.

【0027】しかしながら、セメント外壁板21の寸法
精度がさほど要求されない場合には必ずしも補正溝45
を形成する必要はなく、補正溝45が形成されていなく
ても本発明の所期の目的は十分に達成できる。
However, when the dimensional accuracy of the cement outer wall plate 21 is not so required, the correction groove 45 is not always required.
Need not be formed, and the intended purpose of the present invention can be sufficiently achieved even if the correction groove 45 is not formed.

【0028】また、上記実施形態では、キャビティ側壁
44bの嵌合凹部47の周囲に補強材48をインサート
成形したので、拡張フック61をキャビティ側壁44b
の嵌合凹部47に挿入して該キャビティ側壁44bを拡
開変形させる作業を繰り返し何回も行っても、キャビテ
ィ側壁44bの嵌合凹部47周囲の損傷を補強材48に
よって防止することができ、成形型41を長期間使用で
きて、型コストを安くすることができる。しかしなが
ら、成形型41を耐久性のある材料で形成した場合に
は、キャビティ側壁44bの嵌合凹部47に補強材を設
けない構成としても良い。
Further, in the above-described embodiment, since the reinforcing material 48 is insert-molded around the fitting recess 47 of the cavity side wall 44b, the expansion hook 61 is attached to the cavity side wall 44b.
Even if the work of inserting the cavity side wall 44b into the fitting recess 47 and expanding and deforming the cavity side wall 44b is repeated many times, damage around the fitting recess 47 of the cavity side wall 44b can be prevented by the reinforcing member 48, The molding die 41 can be used for a long period of time, and the die cost can be reduced. However, when the molding die 41 is formed of a durable material, a configuration in which the reinforcing material is not provided in the fitting recess 47 of the cavity side wall 44b may be used.

【0029】尚、上記実施形態では、型抜き装置61を
用いて型抜き工程を自動化しているが、作業者が手作業
でキャビティ側壁44bを拡開変形させて型抜きするよ
うにしても良く、この場合でも、従来の製造工程で必要
であった溝切削工程が不要とななるので、本発明の所期
の目的は達成できる。
In the above embodiment, the die-cutting device 61 is used to automate the die-cutting process. However, an operator may manually expand and deform the cavity sidewall 44b to perform die-cutting. Even in this case, the groove cutting step, which was necessary in the conventional manufacturing process, becomes unnecessary, so that the intended object of the present invention can be achieved.

【0030】[0030]

【発明の効果】以上の説明から明らかなように、本発明
の請求項1のセメント外壁板の製造方法によれば、弾性
変形可能な成形型を用いると共に、セメント外壁板の係
止溝の表壁面側の内側面を、溝底から表壁面近傍に向か
って傾斜する傾斜面に成形するので、型抜き時にセメン
ト外壁板のキャビティ側壁の嵌合凹部に拡張フックを挿
入し、該拡張フックにより該キャビティ側壁を拡開変形
させながら型抜きすることで、セメント外壁板の表面の
凹凸模様柄と端面の係止溝とを同時に成形することがで
きて、従来の溝切削工程が不要となると共に、係止溝付
きのセメント外壁板の型抜き作業を自動化することも可
能となり、生産性向上・設備コスト低減を図りながら、
歩留りを向上させることができて、製品コスト低減の要
求を満たすことができる。
As is apparent from the above description, according to the method for manufacturing a cement outer wall plate according to the first aspect of the present invention, an elastically deformable mold is used and the surface of the engaging groove of the cement outer wall plate is used. Since the inner surface on the wall surface is formed into an inclined surface that inclines from the groove bottom toward the vicinity of the front wall surface, insert the extension hook into the fitting recess of the cavity side wall of the cement outer wall plate during die cutting.
It is possible to simultaneously form the concave and convex pattern on the surface of the cement outer wall plate and the engaging groove on the end surface by inserting the mold and expanding and deforming the side wall of the cavity by the expansion hook, and the conventional groove can be formed. cutting process is unnecessary and Do Rutotomoni, Kakaritomemizozuke
It is also possible to automate the die-cutting work of the cement outer wall plate
While improving productivity and reducing equipment costs,
The yield can be improved, and the demand for product cost reduction can be satisfied.

【0031】更に、請求項2では、セメント外壁板の板
厚に対する係止溝の開口幅の比率(欠損率)c/tを4
5〜70%の範囲内に設定することで、スムーズな型抜
きと成形型の耐久性向上を図りながら壁取付強度(留付
金具との嵌合寸法D)を確保することができる。また、
請求項3では、キャビティ側壁の嵌合凹部周囲に補強材
を配設するようにしたので、拡張フックをキャビティ側
壁の嵌合凹部に挿入して該キャビティ側壁を拡開変形さ
せる作業を繰り返し何回も行っても、キャビティ側壁の
嵌合凹部周囲の損傷を補強材によって防止することがで
き、成形型を長期間使用することができて、型コストを
安くすることができる。
Further, in claim 2, the ratio of the opening width of the engaging groove to the plate thickness of the cement outer wall plate (defect rate) c / t is 4
By setting it in the range of 5 to 70%, it is possible to secure the wall mounting strength (fitting dimension D with the fastening metal fitting) while achieving smooth die-cutting and improving the durability of the forming die. Also,
In claim 3, the reinforcing material is provided around the fitting concave portion on the side wall of the cavity.
The expansion hook is installed on the cavity side.
Insert into the fitting recess of the wall to expand and deform the side wall of the cavity.
No matter how many times you repeat the work,
It is possible to prevent damage around the fitting recess with a reinforcing material.
And the mold can be used for a long time, and the mold cost is reduced.
Can be cheaper.

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

【図1】本発明の一実施形態を示すセメント外壁板の取
付構造部分の縦断側面図
FIG. 1 is a vertical sectional side view of a mounting structure portion of a cement outer wall plate showing an embodiment of the present invention.

【図2】セメント外壁板の縦断側面図[Fig. 2] Vertical side view of the cement outer wall plate

【図3】係止溝の形状と欠損率c/tとの関係を説明す
る図
FIG. 3 is a diagram for explaining the relationship between the shape of the locking groove and the defect rate c / t.

【図4】(a)は成形型の平面図、(b)は(a)のB
−B断面図、(c)は(a)のC−C断面図
FIG. 4A is a plan view of a molding die, and FIG. 4B is B of FIG. 4A.
-B sectional view, (c) is CC sectional view of (a)

【図5】成形型の上面に蓋を被せた状態を示す縦断面図FIG. 5 is a vertical cross-sectional view showing a state in which a lid is placed on the upper surface of the molding die.

【図6】(a)は型抜き直前の状態を示す型抜き装置の
正面図、(b)は型抜き状態を示す型抜き装置の正面図
FIG. 6A is a front view of the die cutting device showing a state immediately before die cutting, and FIG. 6B is a front view of the die cutting device showing a die cutting state.

【図7】従来のセメント外壁板の取付構造部分の縦断側
面図
FIG. 7 is a vertical sectional side view of a conventional cement outer wall plate mounting structure portion.

【符号の説明】[Explanation of symbols]

21…セメント外壁板、33…留付金具、33a…係止
片、34…係止溝、34a…内側面(傾斜面)、35…
嵌合凸部、36…下地材、40…溝成形凸部、41…成
形型、43…キャビティ、44a,44b…キャビティ
側壁、45…補正溝、47…嵌合凹部、48…補強材、
50…蓋、51…嵌合凸部、61…型抜き装置、62…
搬送ローラ、63…シリンダ、66…拡張フック、67
…吸着装置、69…真空吸着パッド、70…ユニバーサ
ルジョイント、71…昇降軸、72…押圧装置、73…
エアシリンダ、74…押圧体。
21 ... Cement outer wall plate, 33 ... Fastening metal fitting, 33a ... Locking piece, 34 ... Locking groove, 34a ... Inner side surface (inclined surface), 35 ...
Fitting convex portion, 36 ... Base material, 40 ... Groove forming convex portion, 41 ... Mold, 43 ... Cavity, 44a, 44b ... Cavity side wall, 45 ... Correction groove, 47 ... Fitting concave portion, 48 ... Reinforcing material,
50 ... Lid, 51 ... Fitting convex portion, 61 ... Die cutting device, 62 ...
Transport rollers, 63 ... Cylinder, 66 ... Expansion hook, 67
... Suction device, 69 ... Vacuum suction pad, 70 ... Universal joint, 71 ... Lifting shaft, 72 ... Pressing device, 73 ...
Air cylinder, 74 ... Pressing body.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭56−111620(JP,A) 特開 昭54−63120(JP,A) 特開 昭52−101828(JP,A) 特開 昭50−126710(JP,A) 特開 昭55−32683(JP,A) 特開 平9−57731(JP,A) 特開 平9−85726(JP,A) 実開 昭50−95448(JP,U) 実開 昭53−162153(JP,U) 特公 昭49−8007(JP,B1) (58)調査した分野(Int.Cl.7,DB名) B28B 7/00 - 7/46 B28B 13/06 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) Reference JP-A-56-111620 (JP, A) JP-A-54-63120 (JP, A) JP-A-52-101828 (JP, A) JP-A-50- 126710 (JP, A) JP 55-32683 (JP, A) JP 9-57731 (JP, A) JP 985726 (JP, A) Actual development Sho 50-95448 (JP, U) Actual Development Sho 53-162153 (JP, U) Japanese Patent Publication Sho 49-8007 (JP, B1) (58) Fields investigated (Int.Cl. 7 , DB name) B28B 7 /00-7/46 B28B 13/06

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 弾性変形可能な成形型内にセメント成形
材料を注型して一体成形するセメント外壁板の製造方法
であって、 セメント外壁板の上下又は左右の両端面に、留付金具を
嵌合する係止溝を前記成形型のキャビティ側壁に形成さ
れた溝成形凸部で成形すると共に、該係止溝の表壁面側
の内側面を、溝底から表壁面近傍に向かって傾斜する傾
斜面に成形し、セメント硬化後に前記溝成形凸部の有る
キャビティ側壁に形成された嵌合凹部に拡張フックを挿
入し、該拡張フックにより該キャビティ側壁を拡開変形
させることでセメント外壁板を型抜きすることを特徴と
するセメント外壁板の製造方法。
1. A method for manufacturing a cement outer wall board, comprising casting a cement molding material into an elastically deformable molding die and integrally molding the cement outer wall board, wherein fastening metal fittings are provided on both upper and lower or left and right end surfaces of the cement outer wall board. The engaging groove to be fitted is formed by the groove forming projection formed on the side wall of the cavity of the forming die, and the inner side surface of the engaging groove on the front wall surface side is inclined from the groove bottom toward the vicinity of the front wall surface. After molding on an inclined surface and after hardening the cement , insert the extension hook into the fitting recess formed on the side wall of the cavity with the groove forming projection.
A method for manufacturing a cement outer wall plate, characterized in that the cement outer wall plate is die-cut by inserting and expanding and deforming the cavity side wall by the expansion hook .
【請求項2】 前記セメント外壁板の板厚に対する前記
係止溝の開口幅の比率が45〜70%の範囲内となるよ
うに前記係止溝を成形したことを特徴とする請求項1に
記載のセメント外壁板の製造方法。
2. The locking groove is formed so that the ratio of the opening width of the locking groove to the thickness of the cement outer wall plate is within the range of 45 to 70%. A method for producing a cement outer wall board as described above.
【請求項3】 前記キャビティ側壁の嵌合凹部周囲に補3. A supplementary structure around the fitting recess of the side wall of the cavity.
強材を配設したことを特徴とする請求項1又は2に記載The strong material is arranged, The claim 1 or 2 characterized by the above-mentioned.
のセメント外壁板の製造方法。Method for manufacturing cement outer wall board.
JP27385995A 1995-10-23 1995-10-23 Manufacturing method of cement exterior wallboard Expired - Fee Related JP3371049B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27385995A JP3371049B2 (en) 1995-10-23 1995-10-23 Manufacturing method of cement exterior wallboard

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27385995A JP3371049B2 (en) 1995-10-23 1995-10-23 Manufacturing method of cement exterior wallboard

Publications (2)

Publication Number Publication Date
JPH09109128A JPH09109128A (en) 1997-04-28
JP3371049B2 true JP3371049B2 (en) 2003-01-27

Family

ID=17533555

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27385995A Expired - Fee Related JP3371049B2 (en) 1995-10-23 1995-10-23 Manufacturing method of cement exterior wallboard

Country Status (1)

Country Link
JP (1) JP3371049B2 (en)

Also Published As

Publication number Publication date
JPH09109128A (en) 1997-04-28

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