JP3355345B2 - Mortar wall base material - Google Patents

Mortar wall base material

Info

Publication number
JP3355345B2
JP3355345B2 JP34778997A JP34778997A JP3355345B2 JP 3355345 B2 JP3355345 B2 JP 3355345B2 JP 34778997 A JP34778997 A JP 34778997A JP 34778997 A JP34778997 A JP 34778997A JP 3355345 B2 JP3355345 B2 JP 3355345B2
Authority
JP
Japan
Prior art keywords
iron wire
wire group
paper
mortar
mortar wall
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
JP34778997A
Other languages
Japanese (ja)
Other versions
JPH11181989A (en
Inventor
捷治 杉山
Original Assignee
株式会社ニッケンビルコン
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 株式会社ニッケンビルコン filed Critical 株式会社ニッケンビルコン
Priority to JP34778997A priority Critical patent/JP3355345B2/en
Publication of JPH11181989A publication Critical patent/JPH11181989A/en
Application granted granted Critical
Publication of JP3355345B2 publication Critical patent/JP3355345B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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】この発明は、建築物のモルタ
ル壁施工の際に用いられるモルタル壁下地材の技術分野
に属する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention belongs to the technical field of a mortar wall base material used for mortar wall construction of a building.

【0002】[0002]

【従来の技術】建築物のモルタル壁施工の際に通常用い
られるモルタル壁下地材は、種々な構造が開発され実用
に供されている。従来のモルタル壁下地材は、例えば図
4A,Bに示したように、長円形のスリット孔2を横一
線上に、隣り合う列では千鳥状配置に開けている表面紙
1と、防水性、断熱性を備えた裏面紙3との間に、横の
鉄線群4を前記スリット孔2の横列に沿って各々平行に
挟み、前記表面紙1の外側に縦の鉄線群5が前記横の鉄
線群4と略直角に交差するよう垂直に配置され、前記両
鉄線群4と5はスリット孔2の位置における交点が溶接
されメッシュが形成されている。前記縦の鉄線群5に
は、横の鉄線群4との交点の二つおきの位置に谷部5’
が形成され(図4B参照)、同谷部5’の深さによって
表面紙1と裏面紙3との間に膨らみ(間隙)を確保し、
塗布したモルタルが安定したモルタル厚を形成する構成
とされている。
2. Description of the Related Art Various structures have been developed and put to practical use for mortar wall base materials usually used for mortar wall construction of buildings. As shown in FIGS. 4A and 4B, for example, the conventional mortar wall base material has a front surface paper 1 in which oblong slit holes 2 are arranged in a horizontal line, and a staggered arrangement in adjacent rows, and waterproofness. A horizontal iron wire group 4 is sandwiched between the heat-insulating backing paper 3 in parallel with each other along the rows of the slit holes 2, and a vertical iron wire group 5 is provided outside the top paper 1 with the horizontal iron wire 5. The two iron wire groups 4 and 5 are vertically arranged so as to intersect at a substantially right angle with the group 4, and the intersection at the position of the slit hole 2 is welded to form a mesh. The vertical iron wire group 5 has a valley 5 ′ at every third intersection with the horizontal iron wire group 4.
Is formed (see FIG. 4B), and a swelling (gap) is secured between the top paper 1 and the back paper 3 by the depth of the valley 5 ′,
The applied mortar is configured to form a stable mortar thickness.

【0003】但し、従来のモルタル壁下地材は、前記表
面紙1と裏面紙3との接着を、スリット孔2を避けた適
当な位置に糊付け面6を帯状に設けて行っている(図4
A,B参照)。
[0003] However, in the conventional mortar wall base material, the front paper 1 and the back paper 3 are bonded to each other by providing a glued surface 6 in a band shape at an appropriate position avoiding the slit hole 2 (FIG. 4).
A, B).

【0004】[0004]

【本発明が解決しようとする課題】上述したモルタル壁
下地材は、表面紙1と裏面紙3との糊付けをスリット孔
2を避けた適当な位置で行っていたため、下記するよう
な問題点があった。 糊付け面6の間隔が密な場合、表面紙1と裏面紙3
が無闇に貼り合わされてしまい、表面紙1と裏面紙3と
の間に膨らみ(間隙)を十分に取れないので、塗布した
モルタルの付着量が必然的に制限される。そのため、表
面紙1と裏面紙3との間に位置する横の鉄線群4にモル
タルが十分に回り込まず、横の鉄線群4とモルタルとの
付着度が悪く、安定で良好なモルタル壁を施工すること
が困難であった。 糊付け面6の間隔が疎な場合、表面紙と裏面紙との
付着強度が不足し、モルタルを塗布する際の圧力で変形
する、所謂腰折れ現象を生じる不都合があった。
In the mortar wall base material described above, the gluing of the top paper 1 and the back paper 3 is performed at an appropriate position avoiding the slit holes 2, and therefore the following problems are caused. there were. When the space between the gluing surfaces 6 is close, the front paper 1 and the back paper 3
Are adhered in a dark manner, and a sufficient swelling (gap) between the front paper 1 and the back paper 3 cannot be obtained, so that the adhesion amount of the applied mortar is necessarily limited. Therefore, the mortar does not sufficiently wrap around the horizontal iron wire group 4 located between the front paper 1 and the back paper 3, and the adhesion between the horizontal iron wire group 4 and the mortar is poor, and a stable and good mortar wall is constructed. It was difficult to do. If the space between the glued surfaces 6 is small, the adhesive strength between the top paper and the back paper is insufficient, and there is a problem that a so-called waist-folding phenomenon occurs in which the mortar is deformed by the pressure at the time of applying the mortar.

【0005】したがって、本発明の目的は、上記問題点
、を全て解消することであり、表面紙と裏面紙を、
縦の鉄線群の谷部を挟む両側の位置のみで平行な帯状に
糊付けし、(I)表面紙と裏面紙との間にモルタルが入
り込み易い膨らみが確保され、横の鉄線群とモルタルと
の付着度を良くし、安定で良好なモルタル壁の施工を可
能にすること、及び(II)腰折れに対する強さを増し、
施工性に優れ、安定で良好なモルタル壁の施工に寄与す
る、モルタル壁下地材を提供することである。
Therefore, an object of the present invention is to eliminate all of the above problems, and to provide a front paper and a back paper,
Glue in parallel strips only at the positions on both sides of the valleys of the vertical iron wire group. (I) A bulge that mortar easily enters between the front paper and the back paper is secured, and the horizontal iron wire group and the mortar Improving the adhesion, enabling stable and good mortar wall construction, and (II) increasing strength against waist breaks,
An object of the present invention is to provide a mortar wall base material that is excellent in workability and contributes to stable and favorable mortar wall work.

【0006】[0006]

【課題を解決するための手段】上記従来技術の課題を解
決するための手段として、請求項1の発明に係るモルタ
ル壁下地材は、複数のスリット孔2を開けた表面紙1と
裏面紙3との間に横の鉄線群4を挟み、同表面紙1の外
側に縦の鉄線群5が前記横の鉄線群4と交差するよう配
置され、縦・横の鉄線群5,4は前記スリット孔2の位
置における交点が溶接されメッシュが形成されているモ
ルタル壁下地材であって、前記縦の鉄線群5は、横の鉄
線群4との交点の二つ以上複数おきの位置に谷部5’が
形成されていること、前記表面紙1と裏面紙3は、前記
縦の鉄線群5の前記谷部5’を挟む両側の位置のみを平
行な帯状に糊付けされていること、をそれぞれ特徴とす
る。
As a means for solving the above-mentioned problems of the prior art, a mortar wall base material according to the first aspect of the present invention comprises a front paper 1 having a plurality of slits 2 and a back paper 3. A vertical iron wire group 5 is disposed outside the surface paper 1 so as to intersect the horizontal iron wire group 4, and the vertical and horizontal iron wire groups 5 and 4 A mortar wall base material in which the intersections at the positions of the holes 2 are welded to form a mesh, wherein the vertical iron wire group 5 has valleys at two or more intersections with the horizontal iron wire group 4. 5 ′ is formed, and the front paper 1 and the back paper 3 are glued in parallel strips only at positions on both sides of the vertical iron wire group 5 that sandwich the valley 5 ′. Features.

【0007】[0007]

【発明の実施の形態及び実施例】本発明に係るモルタル
壁下地材の構成を、図1〜図3に示した。横方向に長い
長円形のスリット孔2が横一線上に列をなし、上下の列
では千鳥状の配置に開いている表面紙1と裏面紙3との
間に、横の鉄線群4が前記スリット孔2の位置に沿って
各々平行に挟されている。そして、前記表面紙1の外側
に縦の鉄線群5が、前記横の鉄線群4と略直角に交差す
るよう垂直に配置され、縦・横の鉄線群5と4はスリッ
ト孔2の位置における交点がスポット溶接されメッシュ
が形成されている。前記縦の鉄線群5には、横の鉄線群
4との交点の二つおき(但し、二つ以上複数おきで可)
に略V字形状の谷部5’が形成されている(図3)。そ
のため、前記谷部5’,5’の間の2本の横の鉄線群
4,4は裏面紙3から浮上した形でメッシュを形成し、
必然、同鉄線群4に沿う表面紙1も部分的に裏面紙3か
ら浮上させ、表面紙1と裏面紙3との間に膨らみ(間
隙)を確保し、塗布したモルタルが安定したモルタル厚
を実現する構成とされている。前記縦の鉄線群5の谷部
5’は、その頂部まで10mm程度突設された形状が好
適に使用される。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The construction of a mortar wall base material according to the present invention is shown in FIGS. Horizontally elongated oval slit holes 2 form a line on the horizontal line, and the upper and lower rows have a horizontal iron wire group 4 between the front paper 1 and the back paper 3 which are opened in a staggered arrangement. Each is sandwiched in parallel along the position of the slit hole 2. A group of vertical iron wires 5 is arranged vertically outside the front paper 1 so as to intersect the group of horizontal iron wires 4 at a substantially right angle, and the groups of vertical and horizontal iron wires 5 and 4 are located at the positions of the slit holes 2. Intersections are spot-welded to form a mesh. In the vertical iron wire group 5, every two intersections with the horizontal iron wire group 4 (however, two or more intersections are possible)
A substantially V-shaped valley portion 5 'is formed in FIG. Therefore, the two horizontal iron wire groups 4 and 4 between the valleys 5 ′ and 5 ′ form a mesh in a form floating from the back paper 3.
Inevitably, the front paper 1 along the iron wire group 4 is also partially lifted from the back paper 3 to secure a swelling (gap) between the front paper 1 and the back paper 3 so that the applied mortar has a stable mortar thickness. It is configured to be realized. The valley 5 ′ of the vertical iron wire group 5 is preferably used in a shape protruding about 10 mm to the top.

【0008】前記表面紙1と裏面紙3は、前記縦の鉄線
群5の谷部5’を挟む両側の位置のみを平行な帯状に糊
付け6されている。よって、図1及び図3で示したA部
分(非糊付部分)における表面紙1と裏面紙3との間に
膨らみ(間隙)を十分に確保でき、塗布したモルタルは
横の鉄線群4に十分に回り込み、横の鉄線群4とモルタ
ルとの付着度が良好に得られ、安定で良好なモルタル壁
の施工を可能にする。一方、縦の鉄線群5の谷部5’を
挟む位置が帯状に糊付け6されているので、表面紙1及
び裏面紙3とは十分強固に接合され、縦・横の鉄線群
5,4とのいわゆる3材の合成効果により腰折れ強さを
増し、安定したモルタル塗布作業を実現できると共に、
安定で良好なモルタル壁の施工を可能にする。
The front paper 1 and the back paper 3 are glued 6 in a parallel belt shape only at positions on both sides of the valley 5 ′ of the vertical iron wire group 5. Therefore, a sufficient swelling (gap) can be ensured between the front paper 1 and the back paper 3 in the portion A (non-glued portion) shown in FIGS. 1 and 3, and the applied mortar is applied to the horizontal iron wire group 4. Sufficient wrapping is obtained, and the degree of adhesion between the horizontal iron wire group 4 and the mortar is obtained favorably, enabling stable and favorable mortar wall construction. On the other hand, since the positions sandwiching the valleys 5 ′ of the vertical iron wire group 5 are glued in a band shape, the front paper 1 and the back paper 3 are sufficiently firmly joined to each other, and the vertical and horizontal iron wire groups 5 and 4 are joined together. With the so-called three-material combination effect, the buckling strength is increased, and a stable mortar application operation can be realized.
Enables stable and good mortar wall construction.

【0009】前記モルタル壁下地材は、710×188
0〜2040mm位の大きさである。前記横の鉄線群4
は、50mm位の間隔で配置され、前記縦の鉄線群5
は、40mm位の間隔で配置される。また、横の鉄線群
4及び縦の鉄線群5は、共に外径が1.6mmや2.3
mmの亜鉛引鉄線が好適に使用される。腐蝕防止、及び
モルタル壁の剥落を長期間防止するためである。
The mortar wall base material is 710 × 188
The size is about 0 to 2040 mm. The horizontal iron wire group 4
Are arranged at intervals of about 50 mm, and the vertical iron wire group 5
Are arranged at intervals of about 40 mm. The horizontal iron wire group 4 and the vertical iron wire group 5 both have an outer diameter of 1.6 mm or 2.3 mm.
mm zinc-iron wire is preferably used. This is for preventing corrosion and preventing the mortar wall from peeling off for a long time.

【0010】なお、前記表面紙1には、ライナー紙やク
ラフト紙、前記裏面紙3には防水性、断熱性を備えた、
例えばターポリン紙等が好適に使用される。前記スリッ
ト孔2の形状は、長円形に限らず、円形でも好適に実施
される。前記スリット孔2は、水平方向及び垂直方向に
規則的に設けても良い。
The front paper 1 has liner paper or kraft paper, and the back paper 3 has waterproof and heat insulating properties.
For example, tarpaulin paper or the like is preferably used. The shape of the slit hole 2 is not limited to an elliptical shape, and a circular shape is suitably implemented. The slit holes 2 may be provided regularly in the horizontal and vertical directions.

【0011】[0011]

【本発明が奏する効果】本発明に係るモルタル壁下地材
によれば、表面紙と裏面紙は、縦の鉄線群の谷部を挟む
両側の位置のみを平行な帯状に糊付けされるので、 1. 表面紙と裏面紙との間に膨らみ(間隙)を十分に
確保でき、塗布したモルタルが横の鉄線群に十分に回り
込むことができるので、横の鉄線群とモルタルとの付着
度を良くし、安定で良好なモルタル壁の施工を可能にす
る。 2. 表面紙及び裏面紙とは十分強固に接合され、縦・
横の鉄線群とのいわゆる3材の合成効果により腰折れ強
さを増すことができるので、安定したモルタル塗装作業
を実現できると共に、安定で良好なモルタル壁の施工を
可能にする。
According to the mortar wall base material of the present invention, the front paper and the back paper are glued in a parallel belt shape only at the positions on both sides sandwiching the valley of the vertical iron wire group. . The swelling (gap) between the front paper and the back paper can be sufficiently ensured, and the applied mortar can sufficiently wrap around the horizontal iron wire group, thereby improving the adhesion between the horizontal iron wire group and the mortar, Enables stable and good mortar wall construction. 2. The front and back papers are bonded sufficiently firmly,
The so-called three materials combined with the horizontal iron wire group can increase the strength of the buckling, so that a stable mortar painting operation can be realized and a stable and favorable mortar wall can be constructed.

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

【図1】本発明に係るモルタル壁下地材を示した正面図
である。
FIG. 1 is a front view showing a mortar wall base material according to the present invention.

【図2】本発明に係るモルタル壁下地材を示した分解斜
視図である。
FIG. 2 is an exploded perspective view showing a mortar wall base material according to the present invention.

【図3】本発明に係るモルタル壁下地材を示した側面図
である。
FIG. 3 is a side view showing a mortar wall base material according to the present invention.

【図4】Aは、従来技術を示した正面図であり、Bは、
同側面図である。
FIG. 4A is a front view showing a conventional technique, and FIG.
It is the same side view.

【符号の説明】[Explanation of symbols]

1 表面紙 2 スリット孔 3 裏面紙 4 横の鉄線群 5 縦の鉄線群 5’ 谷部 6 糊付け面 DESCRIPTION OF SYMBOLS 1 Front paper 2 Slit hole 3 Back paper 4 Horizontal iron wire group 5 Vertical iron wire group 5 'Valley 6 Glued surface

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】複数のスリット孔を開けた表面紙と裏面紙
との間に横の鉄線群を挟み、同表面紙の外側に縦の鉄線
群が前記横の鉄線群と交差するよう配置され、縦・横の
鉄線群は前記スリット孔の位置における交点が溶接され
メッシュが形成されているモルタル壁下地材であって、 前記縦の鉄線群は、横の鉄線群との交点の二つ以上複数
おきの位置に谷部が形成されていること、 前記表面紙と裏面紙は、前記縦の鉄線群の前記谷部を挟
む両側の位置のみを平行な帯状に糊付けされているこ
と、をそれぞれ特徴とする、モルタル壁下地材。
1. A horizontal iron wire group is interposed between a front paper having a plurality of slit holes and a back paper, and a vertical iron wire group is arranged outside the front paper so as to intersect with the horizontal iron wire group. The vertical / horizontal iron wire group is a mortar wall base material in which an intersection at the position of the slit hole is welded to form a mesh, and the vertical iron wire group is at least two intersections with the horizontal iron wire group. That the valleys are formed at every other position, that the front surface paper and the back surface paper are glued in parallel strips only at positions on both sides of the vertical iron wire group that sandwich the valleys, Characteristic, mortar wall base material.
JP34778997A 1997-12-17 1997-12-17 Mortar wall base material Expired - Fee Related JP3355345B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34778997A JP3355345B2 (en) 1997-12-17 1997-12-17 Mortar wall base material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34778997A JP3355345B2 (en) 1997-12-17 1997-12-17 Mortar wall base material

Publications (2)

Publication Number Publication Date
JPH11181989A JPH11181989A (en) 1999-07-06
JP3355345B2 true JP3355345B2 (en) 2002-12-09

Family

ID=18392592

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34778997A Expired - Fee Related JP3355345B2 (en) 1997-12-17 1997-12-17 Mortar wall base material

Country Status (1)

Country Link
JP (1) JP3355345B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9708816B2 (en) 2014-05-30 2017-07-18 Sacks Industrial Corporation Stucco lath and method of manufacture
US9752323B2 (en) 2015-07-29 2017-09-05 Sacks Industrial Corporation Light-weight metal stud and method of manufacture
US9797142B1 (en) 2016-09-09 2017-10-24 Sacks Industrial Corporation Lath device, assembly and method
CN111566292B (en) 2017-08-14 2022-05-17 斯特克特电线有限公司 Metal keel of different length
US11351593B2 (en) 2018-09-14 2022-06-07 Structa Wire Ulc Expanded metal formed using rotary blades and rotary blades to form such

Also Published As

Publication number Publication date
JPH11181989A (en) 1999-07-06

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