JPH1162024A - Aseismatic joint member - Google Patents

Aseismatic joint member

Info

Publication number
JPH1162024A
JPH1162024A JP24028797A JP24028797A JPH1162024A JP H1162024 A JPH1162024 A JP H1162024A JP 24028797 A JP24028797 A JP 24028797A JP 24028797 A JP24028797 A JP 24028797A JP H1162024 A JPH1162024 A JP H1162024A
Authority
JP
Japan
Prior art keywords
joint
vibration
joint member
soft material
joint material
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.)
Granted
Application number
JP24028797A
Other languages
Japanese (ja)
Other versions
JP3315626B2 (en
Inventor
Shinichi Sato
眞一 佐藤
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.)
Soken Co Ltd
Original Assignee
Soken Co Ltd
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 Soken Co Ltd filed Critical Soken Co Ltd
Priority to JP24028797A priority Critical patent/JP3315626B2/en
Publication of JPH1162024A publication Critical patent/JPH1162024A/en
Application granted granted Critical
Publication of JP3315626B2 publication Critical patent/JP3315626B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To prevent generation of cracks at peripheral parts of a joint even when vibration such as an earthquake occurs by increasing vibration absorption ability of a joint material. SOLUTION: In a plastic joint member having a cross sectional form having overhang parts in outer perpendicular directions from both ends of a U-letter shaped recessed groove part, a bottom surface part of the recessed groove part, at least, is formed of soft material. Since a bottom surface of the recessed groove part, at least, is formed of the soft material, vibration is absorbed by deformation of the soft material even when ways of vibration are different in the right and the left of the joint member 1, thereby generation of cracks around the joint member 1 is lessened.

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、壁や天井のパネル
材の継目に設ける目地材であって、特に、地震時であっ
ても壁や天井にクラックの生じにくい耐震目地材に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint material provided at a joint of a panel material of a wall or a ceiling, and more particularly to an earthquake-resistant joint material which does not easily crack on the wall or the ceiling even during an earthquake. .

【0002】[0002]

【従来の技術】壁や天井のボードの継目に設ける目地材
として、コ字状の凹溝部両端から外側直角方向に張出部
を設けた断面形状を有するプラスチック製目地材が知ら
れている。このような目地材は、全体が硬質のプラスチ
ックで形成されていた。
2. Description of the Related Art As a joint material provided at a seam of a board on a wall or a ceiling, a plastic joint material having a cross-sectional shape in which a projection is provided in a direction perpendicular to the outside from both ends of a U-shaped concave groove portion is known. Such joint materials were entirely formed of hard plastic.

【0003】[0003]

【発明が解決しようとする課題】従来の目地材は、全体
が硬質のプラスチックで形成されていたので、地震時や
ドアの開閉時などにおける振動を吸収しきれずに、壁や
天井の当該仕上げ部分にクラックを生じることが多かっ
た。特に、図3に示すように、片側の構造材がコンクリ
ートAで他側が軽量鉄骨Bのように下地材料が異なる場
合にはその傾向が著しく(コンクリートと軽量鉄骨では
振動の仕方が異なるため)、目地材の両側のパテを塗っ
た部分に必ずクラックが生じてしまっていた。本発明
は、目地材の振動吸収力を高め、地震時などの振動があ
っても目地周辺部分にクラックを生じない耐震目地材を
提供するものである。
Since the conventional joint material is entirely made of hard plastic, it cannot absorb vibrations at the time of an earthquake or at the time of opening and closing a door. Cracks often occurred. In particular, as shown in FIG. 3, the tendency is remarkable when the base material is different, such as concrete A on one side and lightweight steel B on the other side (because the method of vibration differs between concrete and lightweight steel). Cracks always occurred in the putty-coated portions on both sides of the joint material. An object of the present invention is to provide an earthquake-resistant joint material that increases the vibration absorbing power of the joint material and does not cause cracks around joints even when there is vibration during an earthquake or the like.

【0004】[0004]

【課題を解決するための手段】本発明は、コ字状の凹溝
部両端から外側直角方向に張出部を設けた断面形状を有
するプラスチック製目地材において、少なくとも凹溝部
の底面部を軟質材で構成したことを特徴とする耐震目地
材である。少なくとも凹溝部の底面を軟質材で構成した
ので、目地材の左右で振動の仕方が異なっても、軟質材
が変形することでその振動を吸収し、目地材の周囲にク
ラックが生じにくくなる。コ字状の凹溝部全体を軟質材
で構成すると、この効果がより大きくなり、さらにクラ
ックを生じにくくなる。
SUMMARY OF THE INVENTION The present invention is directed to a plastic joint material having a cross-sectional shape in which projecting portions are provided at right angles to the outside from both ends of a U-shaped concave groove portion, wherein at least the bottom portion of the concave groove portion is made of a soft material. It is a seismic joint base material characterized by comprising: Since at least the bottom surface of the groove is made of a soft material, even if the joints vibrate differently in the right and left directions, the soft material is deformed to absorb the vibration, and cracks are less likely to occur around the joint. When the entire U-shaped concave groove portion is made of a soft material, this effect is further enhanced, and cracks are less likely to occur.

【0005】[0005]

【発明の実施の形態】以下、実施例に関する図面に基づ
いて、本発明を詳細に説明する。図1は実施例の目地材
1の断面図、図2は実施例の目地材10の断面図、図3
は目地材1の使用状態の1例を示す説明図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the drawings relating to embodiments. FIG. 1 is a cross-sectional view of the joint material 1 of the embodiment, FIG. 2 is a cross-sectional view of the joint material 10 of the embodiment, FIG.
FIG. 4 is an explanatory view showing an example of a use state of the joint material 1.

【0006】図1の目地材1は、コ字状の凹溝部2の両
端から、外側直角方向に張出部3を設けた断面形状を有
する塩化ビニル製の耐震目地材である。その寸法は、幅
が約30mm、厚みが約7mmで、2メートル程度の長
尺に形成されている。凹溝部2全体は、硬度75以下の
軟質塩化ビニルとなっており、張出部3は硬度85以上
の硬質塩化ビニルである。張出部3は、パテ処理に適す
るように、先端に行くほど厚みが薄くなっている。この
ような長尺の目地材は押出成形により製造されるのに適
している。
A joint material 1 shown in FIG. 1 is a seismic joint material made of vinyl chloride having a cross-sectional shape in which a projecting portion 3 is provided from both ends of a U-shaped concave groove portion 2 in a direction perpendicular to the outside. Its dimensions are about 30 mm in width, about 7 mm in thickness, and about 2 meters long. The entire concave groove portion 2 is made of soft vinyl chloride having a hardness of 75 or less, and the overhang portion 3 is made of hard vinyl chloride having a hardness of 85 or more. The overhang portion 3 is thinner toward the tip so as to be suitable for putty processing. Such a long joint material is suitable for being manufactured by extrusion.

【0007】図2の目地材10は、凹溝部11と張出部
13からなり、全体形状は目地材1と全く同様である
が、軟質材部分が底面部12のみとなっている。このよ
うに、少なくとも底面部のみを軟質材とすれば振動の吸
収効果を得られるが、目地材1のように凹溝全体を軟質
材とする方が振動の吸収効果が大きい。張出部3は軟質
材、又は硬度75〜85の半硬質材としてもよいが、硬
度85以上の硬質材とする方が目地材全体の硬度が増し
て、運搬時や施工時に扱いやすい。
The joint member 10 shown in FIG. 2 comprises a groove 11 and an overhang portion 13 and has the same overall shape as the joint member 1 except that the soft material portion is only the bottom portion 12. Thus, the vibration absorbing effect can be obtained if at least only the bottom portion is made of a soft material, but the vibration absorbing effect is larger when the entire groove is made of a soft material like the joint material 1. The overhang portion 3 may be made of a soft material or a semi-hard material having a hardness of 75 to 85, but a hard material having a hardness of 85 or more increases the hardness of the joint material as a whole and is easy to handle during transportation or construction.

【0008】本発明の耐震目地材は、例えば、図3のよ
うに使用される。これは、壁のボードの継目に目地材1
を使用した例である。図3において、左側のボード4は
軽量鉄骨Bの下地にビス止めされて支持され、右側のボ
ード4はコンクリートAの下地にボンド5で支持されて
いる。目地材1は双方のボード4、4の間に接着され、
張出部とボードとの段差を無くするためにパテ6が施工
されている。そして、その上にペンキ等で仕上げが施さ
れる。このように、特に目地の両側の下地材料が異なる
場合には、地震時やドアの開閉時の振動が左右のボード
で異なり、パテ6にクラックが生じやすいのであるが、
本発明の目地材は、そのような場合、軟質材部分が変形
して振動を吸収し、張出部とパテの接着面にほとんど応
力が生じないために、クラックが生じにくいのである。
The earthquake-resistant joint material of the present invention is used, for example, as shown in FIG. This is the joint material 1 at the seam of the wall board
This is an example using. In FIG. 3, the left board 4 is screwed and supported on a base of a lightweight steel frame B, and the right board 4 is supported by a bond 5 on a base of concrete A. The joint material 1 is adhered between the two boards 4 and 4,
Putty 6 is provided to eliminate the step between the overhang and the board. Then, a finish is applied thereon with paint or the like. As described above, particularly when the base materials on both sides of the joint are different, vibrations at the time of an earthquake or opening / closing of the door are different between the left and right boards, and the putty 6 is liable to crack.
In such a case, in the joint material of the present invention, the soft material portion is deformed to absorb the vibration and almost no stress is generated on the bonding surface between the overhang portion and the putty, so that the crack is hardly generated.

【0009】本発明の目地材の寸法や材質は実施例に限
らないことはもちろんである。また、使用の態様も図3
に限るものではなく、例えば、両側の下地が軽量鉄骨で
あっても、クラック防止効果を有することは言うまでも
ない。
The size and material of the joint material of the present invention are not limited to the embodiments. Also, the mode of use is shown in FIG.
However, it is needless to say that, for example, even if the base material on both sides is a lightweight steel frame, the base material has a crack preventing effect.

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

【図1】実施例の目地材1の断面図である。FIG. 1 is a sectional view of a joint material 1 according to an embodiment.

【図2】実施例の目地材10の断面図である。FIG. 2 is a cross-sectional view of the joint member 10 of the embodiment.

【図3】目地材1の使用状態の1例を示す説明図であ
る。
FIG. 3 is an explanatory diagram showing an example of a use state of the joint material 1;

【符号の説明】[Explanation of symbols]

1 目地材 2 凹溝部 3 張出部 4 ボード 5 ボンド 6 パテ 10 目地材 11 凹溝部 12 底面部 13 張出部 A コンクリート B 軽量鉄骨 DESCRIPTION OF SYMBOLS 1 Joint material 2 Concave groove part 3 Overhang part 4 Board 5 Bond 6 Putty 10 Joint material 11 Concave groove part 12 Bottom part 13 Overhang part A Concrete B Lightweight steel frame

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 コ字状の凹溝部両端から外側直角方向に
張出部を設けた断面形状を有するプラスチック製目地材
において、少なくとも凹溝部の底面部を軟質材で構成し
たことを特徴とする耐震目地材
1. A plastic joint material having a cross-sectional shape in which projecting portions are provided in the direction perpendicular to the outside from both ends of a U-shaped concave groove portion, wherein at least a bottom portion of the concave groove portion is formed of a soft material. Seismic joint base material
【請求項2】 請求項1の耐震目地材において、コ字状
の凹溝部を軟質材で、張出部を硬質材で構成したことを
特徴とする耐震目地材
2. The seismic joint material according to claim 1, wherein the U-shaped concave groove portion is made of a soft material and the overhang portion is made of a hard material.
JP24028797A 1997-08-22 1997-08-22 Seismic joint base material Expired - Lifetime JP3315626B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24028797A JP3315626B2 (en) 1997-08-22 1997-08-22 Seismic joint base material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24028797A JP3315626B2 (en) 1997-08-22 1997-08-22 Seismic joint base material

Publications (2)

Publication Number Publication Date
JPH1162024A true JPH1162024A (en) 1999-03-05
JP3315626B2 JP3315626B2 (en) 2002-08-19

Family

ID=17057244

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24028797A Expired - Lifetime JP3315626B2 (en) 1997-08-22 1997-08-22 Seismic joint base material

Country Status (1)

Country Link
JP (1) JP3315626B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008088655A (en) * 2006-09-29 2008-04-17 Shinwa Nichidou Kagaku Kogyo Kk Earthquake-proof joint member

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018119346A (en) * 2017-01-26 2018-08-02 信和日動化学工業株式会社 Joint filler

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008088655A (en) * 2006-09-29 2008-04-17 Shinwa Nichidou Kagaku Kogyo Kk Earthquake-proof joint member

Also Published As

Publication number Publication date
JP3315626B2 (en) 2002-08-19

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