JPS6055664B2 - Joint material for mortar finishing of flat roofs, etc. - Google Patents

Joint material for mortar finishing of flat roofs, etc.

Info

Publication number
JPS6055664B2
JPS6055664B2 JP1599781A JP1599781A JPS6055664B2 JP S6055664 B2 JPS6055664 B2 JP S6055664B2 JP 1599781 A JP1599781 A JP 1599781A JP 1599781 A JP1599781 A JP 1599781A JP S6055664 B2 JPS6055664 B2 JP S6055664B2
Authority
JP
Japan
Prior art keywords
joint material
mortar
joint
height
flat roofs
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
Application number
JP1599781A
Other languages
Japanese (ja)
Other versions
JPS57130667A (en
Inventor
敬二 山出
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.)
YAMADE GIKEN KK
Original Assignee
YAMADE GIKEN 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 YAMADE GIKEN KK filed Critical YAMADE GIKEN KK
Priority to JP1599781A priority Critical patent/JPS6055664B2/en
Publication of JPS57130667A publication Critical patent/JPS57130667A/en
Publication of JPS6055664B2 publication Critical patent/JPS6055664B2/en
Expired legal-status Critical Current

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  • Building Environments (AREA)
  • Floor Finish (AREA)

Description

【発明の詳細な説明】 この発明は、陸屋根の防水工法における押えモルタル打
設の如き、モルタル仕上げ施工法に使用する目地材の改
良に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to improvements in joint materials used in mortar finishing construction methods, such as presser mortar placement in flat roof waterproofing construction methods.

モルタル仕上げ施工においては、打設したモルタルが寒
暖に伴つて膨脹収縮を反復し亀裂を生じる。
In mortar finishing construction, the placed mortar expands and contracts repeatedly as the temperature changes, causing cracks.

これを防止するために目地材を介在してモルタルを所要
面積毎に分断している。ところで打設モルタルの層厚は
場所により、又目的に応じて異なり、このため使用する
目地材の高さ寸法の異る数種を在庫するか、最低高さの
ものに脚をつけて所望高さに調整する必要がある。
To prevent this, the mortar is divided into required areas by interposing a joint material. By the way, the thickness of the mortar layer differs depending on the location and purpose, so it is best to stock several types of joint materials with different height dimensions, or to attach legs to the lowest height one and adjust it to the desired height. need to be adjusted accordingly.

又脚をつけて所望高さに調整するのに、目地材の長さ方
向に所要の間隔をおいて脚をつけたのでは、目地材を挾
んで両側のモルタルが分断されているかに見えるが下層
では目地材の下で連続しており膨脹収縮による亀裂防止
の目的を果し得ない。更に又、スラブコンクリートは水
平とするがその上に打設する押えモルタルは降雨時の排
水のためにその表面に勾配をつける必要があり、この場
合目地材も高さを順に変える必要があるが、目地材の高
さ変更のための切除を現場で行うことは付属器具によら
ねばならず、且つ精度が要求され熟練を要することと併
せ高コストとなり、又目地材に一連の横長脚材を取付け
て目地材の高さを順次変えて行く方法もあるがこれも現
場作業として著しく煩雑であり、且つ施工に困難性があ
る。
Also, to adjust the desired height by attaching legs, if you attach the legs at the required intervals in the length direction of the joint material, it will appear as if the mortar on both sides is separated by sandwiching the joint material. In the lower layer, it is continuous under the joint material and cannot serve the purpose of preventing cracks due to expansion and contraction. Furthermore, although the slab concrete is horizontal, the mortar placed on top of it needs to have a sloped surface for drainage during rain, and in this case, the height of the joint material also needs to be changed sequentially. However, on-site cutting to change the height of the joint material requires the use of attached equipment, which requires precision and skill, resulting in high costs. There is a method of installing the joint material and changing the height of the joint material one by one, but this is also extremely complicated on-site work and is difficult to construct.

この発明は上記従来の欠点を悉く解決したものである。
以下この発明の実施例を添付図面に基いて説明すれば、
第1図において1は陸屋根の屋根部、2はパラペットで
あり、3はそのスラブコンクリート、4は防水シート層
、5は防水シート層を保護する押えモルタル層、Aはモ
ルタル層5に所要の間隔を保ち介在された目地材、6は
目地材の保護キャップ、7はパラペット2の笠木である
This invention solves all of the above-mentioned conventional drawbacks.
Examples of the present invention will be described below with reference to the accompanying drawings.
In Fig. 1, 1 is the roof part of the flat roof, 2 is the parapet, 3 is the concrete slab, 4 is the waterproof sheet layer, 5 is the holding mortar layer that protects the waterproof sheet layer, and A is the required interval between the mortar layers 5. 6 is a protective cap for the joint material, and 7 is a cap for the parapet 2.

目地材Aは第3図に示すように、断面形状が長方形の長
尺体であり、圧縮復元可能な弾性材からなる。又この目
地材は、モルタル層の最大層厚に対応し例えば高さ(目
地材の断形状における長手巾)・が10−、肉厚1Ch
7aとする。
As shown in FIG. 3, the joint material A is an elongated body with a rectangular cross-sectional shape, and is made of an elastic material that can be compressed and restored. In addition, this joint material corresponds to the maximum layer thickness of the mortar layer, for example, the height (longitudinal width in the cross-sectional shape of the joint material) is 10-, and the wall thickness is 1 Ch.
7a.

そしてこの目地材は、高さの少なくとも112は所要厚
み例えば5−厚みの帯状体8の積層とし、各帯状体は巾
方向中央部でミシンにより縫着一体化してある。
This joint material is made of a stack of strips 8 having a required thickness, for example, 5-thickness, at least 112 in height, and each strip is sewn together at the center in the width direction using a sewing machine.

9はそのミシン縫着筋である。9 is the sewing muscle of the sewing machine.

各帯状体はミシン縫着部で破断可能とする。従つて各帯
状体は例えば発泡のゴム、合成樹脂とすることが望まし
いが破断可能であれば他の材質とすることもできる。又
図示のように目地材Aを積層帯状体部と目地材主部10
からなるものとし両者を接着一体化した場合には、目地
材主部10は破断することがないので、圧縮復元弾性を
具備すればどのような材質とすることもできる。
Each strip can be torn at the sewing machine seam. Therefore, each strip is preferably made of, for example, foamed rubber or synthetic resin, but may be made of other materials as long as it is breakable. In addition, as shown in the figure, the joint material A is attached to the laminated strip part and the joint material main part 10.
If both are bonded and integrated, the joint material main portion 10 will not break, so it can be made of any material as long as it has compression recovery elasticity.

第5図は目地材における目地材主部10と分離した積層
帯状体部を示す。この目地材Aを使用してモルタル層5
を形成するには、目地材の高さ寸法を打設すべきモルタ
ルの層厚寸法に一致するように、最大側の帯状体8aか
ら1条づつ剥離除去して行く。又モルタル層5の表面に
水勾配をつける場合は第2図においてその傾斜方向に向
け配設する目地材A−1は、先づモルタルの最大層厚に
一致する高さに調整し、次いで第4図に示すように順次
帯状体を剥離して中途て切断すると共にその残存部分が
順次多くなるように切断除去位置を順次異ならしめるこ
とでモルタルの傾斜断面層厚に一致した、高さが順次異
なる目地材とする。
FIG. 5 shows a main part 10 of the joint material and a separated laminated strip part. Using this joint material A, mortar layer 5
To form this, the strips are peeled off one by one from the largest strip 8a so that the height of the joint material matches the layer thickness of the mortar to be cast. In addition, when creating a water gradient on the surface of the mortar layer 5, the joint material A-1, which is placed in the direction of the gradient in Fig. 2, is first adjusted to a height that corresponds to the maximum layer thickness of the mortar, and then As shown in Figure 4, the strips are sequentially peeled off and cut midway, and the cutting and removal positions are sequentially varied so that the remaining portion increases sequentially, so that the height matches the thickness of the mortar's inclined cross-section layer. Use different joint materials.

第4図中aは切断部を示す。このように高さ寸法を調整
した目地材A,A−1を所要の間隔を保ち縦横に配した
後モルタル5−を目地材の高さに一致するまで打設し且
つこれらの目地材を定規にしてモルタルの表面を仕上げ
る。
In FIG. 4, a indicates the cut portion. After the joint materials A and A-1, whose height dimensions have been adjusted in this way, are arranged vertically and horizontally while maintaining the required spacing, mortar 5- is placed until the height matches the height of the joint materials, and these joint materials are placed using a ruler. Finish the surface of the mortar.

この発明は上記したようなものであり、この目地材は弾
性材よりなる断面長方形の長尺体とすると共にその断面
長方形の長手方向に所要厚みの帯状体をその巾方向中央
部でミシン縫着によソー体化し且つ各帯状体を縫着部で
破断可能としたものであるから、施工現場で目地材の高
さを簡単且つ正確に変更調整することができるという効
果がある。
This invention is as described above, and this joint material is made of an elongated body made of an elastic material and has a rectangular cross section, and a strip of the required thickness is sewn in the longitudinal direction of the rectangular cross section by a sewing machine at the center in the width direction. Since it is made into a sawn body and each strip can be broken at the sewn portion, it has the effect that the height of the joint material can be easily and accurately changed and adjusted at the construction site.

又、この目地材は高さが一種のもので足りるから、従来
のように各種サイズの目地材の在庫による在庫ロスや、
或種サイズのものの在庫不足によりそれのみを急ぎ補充
しなければならない等の不都合がないという効果がある
In addition, since this joint material only needs to be of one height, there is no inventory loss due to inventory of joint materials of various sizes as in the past.
This has the advantage that there is no inconvenience such as having to replenish a certain size item quickly due to lack of stock.

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

図面は本発明の実施例を示すもので、第1図は陸屋根に
おけるモルタル仕上げ施工状態の一例の一部分の縦断面
図、第2図は同上要部の平面図、第3図は同上施工用目
地材の一例の一部分の拡大斜視図、第4図は同他例の一
部分の斜視図、第5図は同上の使用他例の一部分の一部
切欠正面図である。 A,A−1・・・・・・目地材、8,8a・・・・・・
帯状体、9・・・・・・ミシン縫着部。
The drawings show an embodiment of the present invention, and Fig. 1 is a vertical sectional view of a portion of an example of mortar finish construction on a flat roof, Fig. 2 is a plan view of the main part of the same, and Fig. 3 is a construction joint for the same. FIG. 4 is an enlarged perspective view of a portion of an example of the material, FIG. 4 is a perspective view of a portion of another example of the same material, and FIG. 5 is a partially cutaway front view of a portion of another example of use of the same material. A, A-1...Gout material, 8,8a...
Band-shaped body, 9...Sewing machine sewing part.

Claims (1)

【特許請求の範囲】 1 弾性材よりなる断面長方形体とすると共にこの長尺
体は、その断面長方形における短側巾で所要厚みの帯状
体の積層とし、且つ各帯状体は巾方向中央でミシン縫着
し一体化すると共に縫着部で破断可能としたことを特徴
とする陸屋根等のモルタル仕上げ施工用目地材。 2 前記積層帯状体は目地材の断面長方形における長手
巾の少なくとも1/2を占めることを特徴とする特許請
求の範囲第1項記載の陸屋根等のモルタル仕上げ施工用
目地材。
[Scope of Claims] 1. A rectangular cross-sectional body made of an elastic material, and this elongated body is a stack of strips having a required thickness at the short width of the rectangular cross-section, and each strip is sewn at the center in the width direction. A joint material for mortar finishing construction of flat roofs, etc., characterized by being sewn into one piece and being able to be broken at the sewn part. 2. The joint material for mortar-finished construction of flat roofs and the like according to claim 1, wherein the laminated band-like body occupies at least 1/2 of the longitudinal width of the joint material having a rectangular cross section.
JP1599781A 1981-02-02 1981-02-02 Joint material for mortar finishing of flat roofs, etc. Expired JPS6055664B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1599781A JPS6055664B2 (en) 1981-02-02 1981-02-02 Joint material for mortar finishing of flat roofs, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1599781A JPS6055664B2 (en) 1981-02-02 1981-02-02 Joint material for mortar finishing of flat roofs, etc.

Publications (2)

Publication Number Publication Date
JPS57130667A JPS57130667A (en) 1982-08-13
JPS6055664B2 true JPS6055664B2 (en) 1985-12-06

Family

ID=11904277

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1599781A Expired JPS6055664B2 (en) 1981-02-02 1981-02-02 Joint material for mortar finishing of flat roofs, etc.

Country Status (1)

Country Link
JP (1) JPS6055664B2 (en)

Also Published As

Publication number Publication date
JPS57130667A (en) 1982-08-13

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