JPS6114028A - Production of lath for building - Google Patents

Production of lath for building

Info

Publication number
JPS6114028A
JPS6114028A JP13310084A JP13310084A JPS6114028A JP S6114028 A JPS6114028 A JP S6114028A JP 13310084 A JP13310084 A JP 13310084A JP 13310084 A JP13310084 A JP 13310084A JP S6114028 A JPS6114028 A JP S6114028A
Authority
JP
Japan
Prior art keywords
lath
mesh
metal
metal lath
roll
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.)
Pending
Application number
JP13310084A
Other languages
Japanese (ja)
Inventor
Masayuki Kuroba
黒羽 正行
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.)
NAKAYAMA KOGYO KK
Original Assignee
NAKAYAMA KOGYO 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 NAKAYAMA KOGYO KK filed Critical NAKAYAMA KOGYO KK
Priority to JP13310084A priority Critical patent/JPS6114028A/en
Publication of JPS6114028A publication Critical patent/JPS6114028A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D31/00Other methods for working sheet metal, metal tubes, metal profiles
    • B21D31/04Expanding other than provided for in groups B21D1/00 - B21D28/00, e.g. for making expanded metal

Abstract

PURPOSE:To obtain a lath for building connecting the mesh without cutting by slitting the metallic plate feeding at a fixed speed by the upper edge connecting the trapezoidal edge regulating the angle of mutual size and by widening and deforming from a flat hexagon to a regular hexagon. CONSTITUTION:A slit is formed by dropping the upper edge having the angle (a) of less than 30 deg. making the slant side and bottom side, on a metallic plate 1 and is widened with pushing along the edge shape. The metal lath 20 connecting the mesh 21 thus obtd. is fed out to the arrow mark direction passing through the space between the 1st pinch roll 12 and the 2nd pinch roll 14. At this moment due to the rotation speed of the roll 14 being made faster than that of the roll 12, a tension is acted on the metal lath 20 with the differential speed caused between both. The metal lath 20 is thus stretched out slowly as shown in the figure and when it is rolled out from the roll 14, a lath for building connecting a regular hexagonal mesh 21 which is solid and has no fear of causing a crack on a mortar nor break away connecting the mesh 21 of almost regular hexagon by deforming the mesh 21 to nearly regular hexagon, is obtd.

Description

【発明の詳細な説明】 〔発明の技術分野〕 本発明は建築用ラスの製造方法、さらに詳しくは、は交
圧六角形の枠体を連接してなる建築用ラスの製造方法及
び該ラスの一方の面に突起部を設けた建築用ラスの製造
方法に関するものである。
[Detailed Description of the Invention] [Technical Field of the Invention] The present invention relates to a method for manufacturing lath for construction, and more particularly, a method for manufacturing lath for construction by connecting cross-pressure hexagonal frames, and a method for manufacturing lath for construction by connecting cross-pressure hexagonal frames. The present invention relates to a method of manufacturing a construction lath having a protrusion on one surface.

〔従来技術〕[Prior art]

建物の外壁等に使用するセメントモルタル塗装用の建築
用ラスは、従来、菱形の枠体を連接したメタルラスが広
く使用されているが、このようなメタルラスを使用した
建物は、モルタル壁にクランクが入り、そこから剥離し
易いという問題がある。これは、セメント自体の収縮、
砂の粒度、施工方法等に原因があるとされているが、さ
らに、クラック発生の原因の1つとして、メタルラスの
形状・構造が大きく影−することが指摘されている。こ
のような問題の解決策として、実願昭56−41324
号(実開昭57−153638号)明細書には丈正六角
形からなる枠体を゛網目状に連接した建築用ラスが開示
されている。この建築用ラスは、堅牢でしかもクシツク
の発生を防止できるという顕著な効果を有するため、建
築業界ではその実用化が待望されているが、このような
構造の建築用ラスは製造が困難なため、いまだ市場に現
われていないというのが実情である。
Conventionally, metal lath with connected diamond-shaped frames has been widely used as architectural lath for cement mortar coating on the exterior walls of buildings, etc., but buildings using such metal lath have a crank on the mortar wall. There is a problem in that it is easy to get stuck in and peel off from there. This is due to the shrinkage of the cement itself,
It is said that the cause is the grain size of the sand, the construction method, etc., but it has also been pointed out that one of the causes of cracks is that the shape and structure of the metal lath has a large influence. As a solution to such problems, Utility Application No. 56-41324
The specification of Japanese Utility Model Application No. 57-153638 discloses a construction lath in which frames made of regular hexagons are connected in a mesh pattern. This construction lath is robust and has the remarkable effect of preventing sagging, so its practical use is eagerly awaited in the construction industry. However, construction lath with this structure is difficult to manufacture. The reality is that it has not yet appeared on the market.

ところで、メタルラスは通常1枚の金属板<m板、亜鉛
鉄板、アルミ板、銅板等)を素材とし、これにスリット
を入れると同時に網目状に押し広げて製作している。即
ち、第10図(a)、(b)に示すように、ビンチロー
ル(図示せず)により送られて下刃1上を一定速度で移
動する金属板6上に、三角形状の刃が形成された上刃2
を落下させ、下刃1との間で金属板6にスリットを形成
すると共に、(C)図に示すように方形に沿って下方に
押し広げ部が形成された金属板3aとなる。
By the way, metal lath is usually manufactured using a single metal plate <m plate, galvanized iron plate, aluminum plate, copper plate, etc.) by cutting slits in it and simultaneously pushing it out into a mesh shape. That is, as shown in FIGS. 10(a) and 10(b), a triangular blade is formed on the metal plate 6 that is fed by a vinyl roll (not shown) and moves at a constant speed over the lower blade 1. Upper blade 2
is dropped to form a slit in the metal plate 6 between it and the lower blade 1, and as shown in FIG.

次に上刃2を上昇させて、第11図に示すように矢印す
方向に移動させて再び上刃2を落下させると、金属板6
は矢印a方向に一定速度で移動しているので、第1のス
リット4から所定の間隔で第2のスリツ)4aが形成さ
れ、下方に押し広げる。このようにして上刃2は左右に
移動して上記の動作を繰返し、第11図に示すようなス
リット4を形成すると同時に、金属板6は、ビンチロー
ルによって一定の間隔で次々に送り込まれてくるので、
スリット4は、同時に金属板6aとなって平面状に広げ
られ、第12図に示すような菱形の網目6が連続したメ
タルラス5を製作することができる。
Next, when the upper blade 2 is raised, moved in the direction of the arrow as shown in FIG. 11, and dropped again, the metal plate 2
is moving at a constant speed in the direction of arrow a, so second slits 4a are formed at a predetermined interval from the first slit 4 and are pushed downward. In this way, the upper blade 2 moves left and right and repeats the above operation to form the slit 4 as shown in FIG. Because it comes,
The slit 4 simultaneously becomes a metal plate 6a and is expanded into a planar shape, making it possible to manufacture a metal lath 5 with continuous diamond-shaped meshes 6 as shown in FIG.

このような菱形の網目からなるメタルラス5の網目6を
形成する過程を第14図(a)により説明する。図にお
いて、 ゛ 4:金属板乙の中心から一方の端部までの長さ l、:上刃2により金属板3を押し広げ、金属板3aと
なったときの中心から一方の端部までの長さ α:上刃2の斜辺と底辺とでなす角度で、上刃2が金属
板3を押し広げる角度に相当    へ゛する・。
The process of forming the mesh 6 of the metal lath 5 consisting of such a diamond-shaped mesh will be explained with reference to FIG. 14(a). In the figure, ゛ 4: Length l from the center of the metal plate B to one end, : Length l from the center to one end when the metal plate 3 is spread out with the upper blade 2 to become the metal plate 3a. Length α: The angle formed by the oblique side and the bottom of the upper blade 2, which corresponds to the angle at which the upper blade 2 pushes the metal plate 3 apart.

こ\に 11、=l/CO5α であり、 α=0°の°ときcosα= 1.000α=9σのと
きcosα=0.Cl00図から明らかなように、金属
板6にスリット4を入れると同時に押し広げると、金属
板6aには伸び(All  Gが発生し、この伸びはα
が大きい程大となる。発、囲者の実験の結果によれば、
メタルラス5にテンションを加えた場合、網目6を構成
する各枠7の伸び率は25%程度が限度であり、これ以
上伸びた場合は切断してしまうことが明らかになった。
Here, 11, =l/CO5α, and when α=0°, cosα=1.000, and when α=9σ, cosα=0. As is clear from the Cl00 diagram, when the metal plate 6a is expanded at the same time as the slit 4 is made, elongation (All G) occurs in the metal plate 6a, and this elongation is α
The larger the value, the larger the value. According to the results of the experiments conducted by the researchers,
It has become clear that when tension is applied to the metal lath 5, the elongation rate of each frame 7 constituting the mesh 6 is limited to about 25%, and if it elongates more than this, it will be cut.

このときのαは30〜33°である。α at this time is 30 to 33°.

したがって、従来のメタルラス5の菱形の網目6の場合
、αは約30°なので網目6を切断することなく形成す
ることができる。
Therefore, in the case of the diamond-shaped mesh 6 of the conventional metal lath 5, since α is about 30°, the mesh 6 can be formed without cutting.

次に第16図に示すような正六角形の網目9を連接した
メタルラス8について考察してみる。この場合、上刃2
は第14図(b)に示すように、正大・ 角形を二分し
た台形状の刃を連接したものを使用′する。いま、長さ
く1.+2/J)の金属板6に第11図の場合と同様に
スリット4を入れて押し広げると、金属板3aは(7t
 +24 )に伸ばされる。
Next, a metal lath 8 in which regular hexagonal meshes 9 are connected as shown in FIG. 16 will be considered. In this case, upper blade 2
As shown in Fig. 14(b), a trapezoidal blade made of two halves of a regular-sized square is used. Now, the length is 1. When a slit 4 is made in the metal plate 6 of +2/J) as in the case of FIG.
+24 ).

即ち、 l−1,α=60゜ のとき、 したがって、 伸び率=ムニーLx1oo−ヨーX 100=100(
(6)となり、l、は元の長さlの約2倍、その伸び率
は100%となって許容限界の25%の4倍となる。
That is, when l-1,α=60°, therefore, elongation rate=Muni Lx1oo-YawX 100=100(
(6), where l is approximately twice the original length l, and its elongation rate is 100%, which is four times the allowable limit of 25%.

このため、金属板3aはテンションに耐えられず切断し
てしまうため、正六角形の網目を連接したメタルラスを
製造することは不可能とされていた。
For this reason, the metal plate 3a cannot withstand the tension and ends up being cut, making it impossible to manufacture a metal lath in which regular hexagonal meshes are connected.

〔発明の目的〕[Purpose of the invention]

本発明は、上記のような従来の問題点を解決するために
なされたもので、その目的は、切断することなくはマ正
六角形の網目を連接してなる建築用ラスの製造方法を実
現するにある。
The present invention was made to solve the above-mentioned conventional problems, and its purpose is to realize a method of manufacturing lath for construction by connecting regular hexagonal meshes without cutting them. It is in.

さらに本発明の他の目的は、メタルラスをモルタルの中
心部に位置させるための突起を設けてなる建築用ラスの
製造方法を得るにある。
Still another object of the present invention is to provide a method for manufacturing a construction lath in which a protrusion is provided for positioning the metal lath in the center of the mortar.

〔発明の概要〕[Summary of the invention]

本発明は、上記の目的を達成するため、上辺と斜辺との
長さかはソ等しく底辺と斜辺とでなす角かはソ33°以
下の台形状刃を連接した上刃により一定速度で送られる
金属板にスリットを入れると共に押し広げて偏平六角形
の網目が連接されたメタルラスを製造し、該メタルラス
を徐々に引伸して前記網目をほゞ正六角形に変形させて
なる建築用ラスの製造方法を提供するものである。
In order to achieve the above object, the present invention is provided with an upper blade in which the lengths of the upper side and the oblique side are equal, and the angle formed by the base and the oblique side is 33° or less, which are connected at a constant speed. A method for manufacturing lath for construction, comprising making a slit in a metal plate and pushing it apart to produce a metal lath in which flat hexagonal meshes are connected, and gradually stretching the metal lath to transform the mesh into a substantially regular hexagonal shape. This is what we provide.

また、本発明は上記によって製造されたメタルラスの′
一方の面に所望間隔で多数の突起部を設けてなる建築用
ラスの製造方法を提供するものである。
Furthermore, the present invention also provides the metal lath manufactured by the above method.
The present invention provides a method for manufacturing a construction lath in which a large number of protrusions are provided at desired intervals on one surface.

〔発明の実施例〕[Embodiments of the invention]

第1図は本発明を実施するための装置の一例を示す模式
図である。図において、11は網切機で、従来の細切−
機と同様に上下左右に移動する上刃と固定の下刃とから
なっているが、上刃2は第2図に示すように偏平正六角
形を2分した台形状の刃を連接したもので、斜辺と底辺
とのなす角度αは30”〜33°に選ばれている。12
は網切機11の出側に設けた第1のピンチロール、13
は+(7)下流側に設けた第2のピンチロールで、それ
ぞれスプロケット1ろ、15を備えており、第1のピン
チロール12のスプロケット13の径は、第2のピンチ
ロール14のスプロケット15の径より大きく形成され
ている。16は両スプロケット16゜15間に懸架され
たチェノ、1,7はモータ、18は減速機で、その出力
はチェノ19を介してスプロケット15に伝えられる。
FIG. 1 is a schematic diagram showing an example of an apparatus for implementing the present invention. In the figure, 11 is a screen cutter, which is a conventional thin cutter.
Like the machine, it consists of an upper blade that moves vertically and horizontally, and a fixed lower blade, but the upper blade 2 is a series of connected trapezoidal blades that are divided into two halves of a flat regular hexagon, as shown in Figure 2. , the angle α between the hypotenuse and the base is selected to be 30” to 33°.12
13 is the first pinch roll provided on the exit side of the screen cutter 11;
+(7) is a second pinch roll provided on the downstream side, and is equipped with sprockets 1 and 15, respectively, and the diameter of the sprocket 13 of the first pinch roll 12 is the same as that of the sprocket 15 of the second pinch roll 14. It is formed larger than the diameter of. Numeral 16 is a chain suspended between both sprockets 16 and 15, 1 and 7 are motors, and 18 is a speed reducer, the output of which is transmitted to the sprocket 15 via chain 19.

次に、上記のような1澗によりは!正六角形の網目を連
接してなる建築用ラスの製造方法について説明する。
Next, according to the above one! A method of manufacturing a construction lath made by connecting regular hexagonal meshes will be described.

(1)金属板1上に上刃を落下させてスリットを形成す
ると共に方形に沿って押し広げる。このときの網目21
の形状は第6図に示すように偏平な六角形となり、αは
30°〜33°なので、網目    〜21の枠22が
・切断するおそれはない。
(1) Drop the upper blade onto the metal plate 1 to form a slit and spread it out along a rectangle. Mesh 21 at this time
As shown in FIG. 6, the shape is a flat hexagon, and α is 30° to 33°, so there is no risk of the frame 22 of the mesh 21 being cut.

(2)  このような網目21を連接したメタルラス2
0を、第1のピンチロール12と第2のピンチロール1
4の間を通して天印方向に送り出す。このとき、ピンチ
ロール12,14の回転速度は第2のピンチルール14
の方が大きいので、両者の間に速度差を生じ、メタルラ
ス20にテンションが作用する。このため、メタルラス
20は第4図に示すように徐々に引伸ばされ、第2のピ
ンチロール14を出たときは網目21はは!正六角形に
変形し、はに正六角形の網目21を連接したメタルラス
20が完成する。
(2) Metal lath 2 in which such meshes 21 are connected
0, the first pinch roll 12 and the second pinch roll 1
4 and send it in the direction of Tenin. At this time, the rotational speed of the pinch rolls 12 and 14 is determined by the second pinch rule 14.
Since this is larger, a speed difference occurs between the two, and tension acts on the metal lath 20. For this reason, the metal lath 20 is gradually stretched as shown in FIG. 4, and when it leaves the second pinch roll 14, the mesh 21 is wide! A metal lath 20 is completed which is transformed into a regular hexagon and has regular hexagonal meshes 21 connected to each other.

上記の説明では、径の異なるスプロケット13゜15に
よりピンチロール12,14に速度差を設けた場合を示
したが、電気的な制御製雪その他の手段により両ピンチ
ロール12,14に速度差を設けてもよい。
In the above explanation, a case was shown in which a speed difference was provided between the pinch rolls 12 and 14 using sprockets 13° 15 of different diameters, but the speed difference between the pinch rolls 12 and 14 was created by electrically controlled snowmaking or other means. It may be provided.

ところで、メタルラスは網目ごとに版厚相当分の凹凸が
あるが、全体としてみるとは〈平坦な状態で仕上ってい
るのが通常である。これをそのままモルタルの下地材と
して壁などに張付けると、下地水槽との間に空間ができ
ず、あとから塗られたモルタルはメタルラスの表面だけ
にしか付着しない。このため、モルタルの付着強度が低
く、後日クラヅクの発生や剥離の原因となり易い。モル
タルとメタルラスが一体となって強度を発揮するために
は、モルタルの中心にメタルラスが位置するような構造
にすることが必要であり、このような目的のために市販
されているものに波付ラスやリブガラスがある。   
    2、疲付ラスは一定方向にサインカーブ状の波
が連続して設けられたものであるが、この形状ではラス
が常にモルタルの中心部に位置しないこと、及び波付け
によってラスの有効幅が狭くなり、材料ロスが大きくな
る欠点がある。またリブラスは、一定間隔で設けられた
リブの間に網目が作られていて、網目がモルタルの中心
部に位置するような構造になっているが、リブと網目部
分との応力の差が大きく、クラック発生などの原因にな
り易いこと及びリブ部は網に′ならないので、材料ロス
が大きいなどの欠点がある。
Incidentally, each mesh of metal lath has unevenness equivalent to the thickness of the plate, but when viewed as a whole, it is normally finished in a flat state. If this is applied directly to a wall as a base material for mortar, there will be no space between it and the base water tank, and the mortar applied later will only adhere to the surface of the metal lath. For this reason, the adhesion strength of the mortar is low, which tends to cause cracking and peeling later on. In order for mortar and metal lath to work together to provide strength, it is necessary to create a structure in which the metal lath is located in the center of the mortar. There are lath and ribbed glass.
2. A fatigued lath has sinusoidal waves in a constant direction, but with this shape, the lath is not always located in the center of the mortar, and the waving reduces the effective width of the lath. The disadvantage is that it becomes narrow and material loss increases. In addition, ribras has a structure in which a mesh is created between ribs placed at regular intervals, and the mesh is located in the center of the mortar, but there is a large difference in stress between the ribs and the mesh. However, there are disadvantages such as the fact that it is easy to cause cracks, etc., and that there is a large amount of material loss because the rib portions do not form a mesh.

第5図(a)は前記第1の発明によって製造された建築
用ラスの一方の平面に突起を設けたラスの平面図、(b
)はその−細断面図である。この建築用ラス20Hの一
方の面には千鳥状又は縦横並列状等の突起部23が設け
られており、実験の結果によれば、突起部26の大きさ
は先端部の径dが10〜25鰭φ程度の截頭円錐状で、
高さhは5〜15朋、左右のIjj @ 11は100
〜200闘、前後の間隔12は50〜150γm程度の
ものが好ましいことがわかった。
FIG. 5(a) is a plan view of a construction lath manufactured according to the first invention with protrusions provided on one plane, and FIG. 5(b)
) is its -thin sectional view. One surface of this construction lath 20H is provided with protrusions 23 in a staggered pattern or in parallel vertically and horizontally.According to the results of experiments, the size of the protrusions 26 is such that the diameter d of the tip is 10 to 10. It has a truncated conical shape with a diameter of about 25 fins,
Height h is 5 to 15 mm, left and right Ijj @ 11 is 100
~200 fights, and it was found that it is preferable for the front and back spacing 12 to be about 50 to 150 [gamma]m.

第6図は上記のようなメタルラスの突起26を製造する
装置の一例の模式図である。図において、61は固定の
上型で、下面には第7図に示すように長さが異なり、メ
タルラス20の進行方向に開口した溝32.33が所定
の間隔で交互に設けられており、その長さの差は第5図
(a)のl、に相当し、間隔は右に相当する。34は上
型61の下方に設けられた押え金具、65は上型61の
溝32.33に対応してポンチ66が植設された可動台
、37は上下シャフト、68は一端が上下シャフト37
に連結され、中間部が固定ビン69に回動可能に支持さ
れたレバー、40はレバー69の他端と摺接するカムで
ある。
FIG. 6 is a schematic diagram of an example of an apparatus for manufacturing the metal lath protrusions 26 as described above. In the figure, reference numeral 61 denotes a fixed upper mold, on the lower surface of which grooves 32 and 33 of different lengths and open in the direction of movement of the metal lath 20 are provided alternately at predetermined intervals as shown in FIG. The difference in length corresponds to l in FIG. 5(a), and the interval corresponds to the right. 34 is a presser metal fitting provided below the upper mold 61, 65 is a movable table in which punches 66 are installed corresponding to the grooves 32 and 33 of the upper mold 61, 37 is a vertical shaft, and 68 is a vertical shaft 37 at one end.
40 is a cam that slides into contact with the other end of the lever 69.

上記のような装置において、第1図に示す第2のピンチ
ロール14から送り出されたメタルラス20は、押え金
具34上を矢印方向に送られる。
In the above-described apparatus, the metal lath 20 sent out from the second pinch roll 14 shown in FIG. 1 is sent over the presser fitting 34 in the direction of the arrow.

このとき、ポンチ66はカム40により周期的に上下動
し、第8図に示すようにメタルラス20に突起部26を
形成する。なお、上記の説明では、突起部23を形成す
る装置を網切機11 (第1図)と同一ライン上に設け
、第2のピンチロール14から送り出されたメタルラス
20に引続いて突起部26を設ける場合について述べた
が、両者を別ラインにしてもよいことは云う迄もない。
At this time, the punch 66 is periodically moved up and down by the cam 40 to form the protrusion 26 on the metal lath 20 as shown in FIG. In the above description, the device for forming the protrusion 23 is provided on the same line as the screen cutter 11 (FIG. 1), and the protrusion 26 is attached to the metal lath 20 sent out from the second pinch roll 14. Although we have described the case where the two are provided, it goes without saying that the two may be provided on separate lines.

第9図は本発明によって製造された建築用ラスの施工例
を示すもので、施工に際して(a)図に示すように突起
23を木柄41上に張られた防水紙42側にすると、防
水紙42とメタルラス20a“(7)IIJ11111
′9″hgt’t、、bot、;y、=”“−)7゛(
b)IDゝ  2示すようにモルタル43を塗ると、メ
タルラス20aはモルタル46の中心部に位置するため
付着強度が増し、クラックや剥離の発生し難いモルタル
壁が得られる。なお、突起部23は木摺41への固定釘
44の打込みに利用することができる。
FIG. 9 shows an example of construction of the construction lath manufactured according to the present invention. During construction, as shown in FIG. Paper 42 and metal lath 20a (7) IIJ11111
'9″hgt't,,bot,;y,=”“-)7゛(
b) IDゝ When the mortar 43 is applied as shown in 2, since the metal lath 20a is located at the center of the mortar 46, the adhesion strength increases and a mortar wall that is less likely to crack or peel is obtained. Note that the protrusion 23 can be used for driving the fixing nail 44 into the lath 41.

以上本発明の実施例について説明したが、本発明はこれ
に限定°するものではなく、本発明の要旨を変更しない
範囲で種々変更しうることは云う迄もない。
Although the embodiments of the present invention have been described above, the present invention is not limited thereto, and it goes without saying that various changes can be made without changing the gist of the present invention.

〔発明の効果〕〔Effect of the invention〕

以上の説明から明らかなように、第1の発明によれば、
堅牢でモルタルにクラックが発生したり剥離したりする
おそれのないはソ正六角形の網目を連接してなる建築用
ラスを、枠体が切断することなく製造することができ、
第2の発明によれば第1の発明によって製造した建築用
ラスに、該ラスをモルタルの中心部に位置させるための
突起部を連続的に形成することができるので、実施によ
る効果きわめて大である。
As is clear from the above description, according to the first invention,
It is possible to manufacture architectural lath made by connecting regular hexagonal meshes, which is strong and does not cause cracks or peeling of the mortar, without cutting the frame.
According to the second invention, it is possible to continuously form a protrusion for positioning the lath in the center of the mortar on the construction lath manufactured according to the first invention, so the effect of implementation is extremely large. be.

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

第1図は本発明を実施するための装置の一例の模式図、
第2図は第1図の上刃の刃先部の形状及び金属板の加工
状態を示す模式図、第3図及び第4図はメタルラスの製
造過程を示す平面図、第5図(a)は第2の発明によっ
て製造されたメタルラスの一例の平面図、(b)はその
要部の断面図、第6図は第2の発明を実施するための装
置の一例の模式図、第7図はその上型の斜視図、第8図
は作用説明図、第9図(a)、(b)は本発明によって
製造された建築用ラスの施工例を示す断面図、第10図
(a)。 (b)、(C)は従来の建築用ラスの製造例を示す模式
図、第11図は上刃の動きを示す平面図、第12図は菱
形ラスの網目の平面図、第16図は正六角形ラスの網目
の平面図、第14図(a)、(blは菱形網目と正六角
形網目の形成状態を示す説明図である。 1:下刃、2:上刃、6:金属板、11:網目機、12
:第1のピンチロール、14:第2のピンチロール、2
0.20a :建築用ラス(メタルラス)、21:網目
、26:突起部、31:上型、32.33:溝、36:
ポンチ。 代理人 弁理士  木 村 三 朗 第14図 (a) (b)
FIG. 1 is a schematic diagram of an example of an apparatus for carrying out the present invention,
Figure 2 is a schematic diagram showing the shape of the cutting edge of the upper blade in Figure 1 and the processing state of the metal plate, Figures 3 and 4 are plan views showing the manufacturing process of the metal lath, and Figure 5 (a) is FIG. 6 is a plan view of an example of a metal lath manufactured according to the second invention, (b) is a sectional view of its essential parts, FIG. 6 is a schematic diagram of an example of a device for carrying out the second invention, and FIG. FIG. 8 is a perspective view of the upper mold, FIG. 8 is an explanatory diagram of the operation, FIGS. 9(a) and (b) are sectional views showing a construction example of the construction lath manufactured by the present invention, and FIG. 10(a). (b) and (C) are schematic diagrams showing an example of manufacturing conventional construction laths, Fig. 11 is a plan view showing the movement of the upper blade, Fig. 12 is a plan view of the mesh of the rhombic lath, and Fig. 16 is A plan view of the mesh of the regular hexagonal lath, FIG. 14(a), (bl is an explanatory diagram showing the formation state of the rhombic mesh and the regular hexagonal mesh. 1: Lower blade, 2: Upper blade, 6: Metal plate, 11: Meshing machine, 12
: 1st pinch roll, 14: 2nd pinch roll, 2
0.20a: Building lath (metal lath), 21: Mesh, 26: Projection, 31: Upper mold, 32.33: Groove, 36:
Punch. Agent Patent Attorney Sanro Kimura Figure 14 (a) (b)

Claims (2)

【特許請求の範囲】[Claims] (1)上辺と斜辺との長さがほぼ等しく底辺と斜辺とで
なす角がほゞ33°以下の台形状刃を連接した上刃によ
り一定速度で送られる金属板にスリットを入れると共に
押し広げて偏平六角形の網目が連接されたメタルラスを
製造し、該メタルラスを徐々に引伸して前記網目をほゞ
正六角形に変形させてなる建築用ラスの製造方法。
(1) Slits are made in a metal plate fed at a constant speed by an upper blade with connected trapezoidal blades whose top side and hypotenuse are approximately equal in length and the angle between the bottom and hypotenuse is approximately 33° or less, and the metal plate is forced out. A method of manufacturing lath for construction, comprising: manufacturing a metal lath in which flat hexagonal meshes are connected, and gradually stretching the metal lath to transform the mesh into a substantially regular hexagonal shape.
(2)上辺と斜辺との長さがほゞ等しく底辺と斜辺とで
なす角がほゞ33°以下の台形状刃を連接した上刃によ
り一定速度で送られる金属板にスリットを入れると共に
押し広げて偏平六角形の網目が連接されたメタルラスを
製造し、該メタルラスを徐々に引伸して前記網目をほゞ
正六角形に変形させ、さらにポンチ等により該メタルラ
スの一方の面に所望間隔で多数の突起部を設けてなる建
築用ラスの製造方法。
(2) A metal plate is slit and pushed at a constant speed by an upper blade with connected trapezoidal blades whose top and hypotenuse lengths are approximately equal and whose angle between the base and hypotenuse is approximately 33° or less. The metal lath is expanded to produce a metal lath in which flat hexagonal meshes are connected, the metal lath is gradually stretched to transform the mesh into a substantially regular hexagonal shape, and a large number of holes are formed on one side of the metal lath at desired intervals using a punch or the like. A method for producing architectural lath provided with protrusions.
JP13310084A 1984-06-29 1984-06-29 Production of lath for building Pending JPS6114028A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13310084A JPS6114028A (en) 1984-06-29 1984-06-29 Production of lath for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13310084A JPS6114028A (en) 1984-06-29 1984-06-29 Production of lath for building

Publications (1)

Publication Number Publication Date
JPS6114028A true JPS6114028A (en) 1986-01-22

Family

ID=15096820

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13310084A Pending JPS6114028A (en) 1984-06-29 1984-06-29 Production of lath for building

Country Status (1)

Country Link
JP (1) JPS6114028A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6332957U (en) * 1986-08-20 1988-03-03
CN1049372C (en) * 1992-11-24 2000-02-16 屈尼有限公司 Method and apparatus for making stretching grille
JP2020185732A (en) * 2019-05-15 2020-11-19 旭化成建材株式会社 Lightweight cellular concrete panel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6332957U (en) * 1986-08-20 1988-03-03
CN1049372C (en) * 1992-11-24 2000-02-16 屈尼有限公司 Method and apparatus for making stretching grille
JP2020185732A (en) * 2019-05-15 2020-11-19 旭化成建材株式会社 Lightweight cellular concrete panel

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