JP2011213469A - Construction sheet winding structure and belt-like shock absorbing material used therefor - Google Patents

Construction sheet winding structure and belt-like shock absorbing material used therefor Download PDF

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JP2011213469A
JP2011213469A JP2010085437A JP2010085437A JP2011213469A JP 2011213469 A JP2011213469 A JP 2011213469A JP 2010085437 A JP2010085437 A JP 2010085437A JP 2010085437 A JP2010085437 A JP 2010085437A JP 2011213469 A JP2011213469 A JP 2011213469A
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winding
sheet
cushioning material
band
building sheet
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JP5541694B2 (en
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Hitomi Hamato
ひとみ 浜渡
Kiyoshi Miyawaki
清司 宮脇
Akira Shindo
旭 進藤
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Lonseal Corp
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Lonseal Corp
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Abstract

PROBLEM TO BE SOLVED: To prevent the formation of a winding step difference caused when winding a construction sheet on a core material, on a construction sheet surface.SOLUTION: This structure is provided for winding the construction sheet on the core material. The winding structure of the construction sheet includes the columnar winding core material, the construction sheet wound on a peripheral side surface of the winding core material, and a belt-like shock absorbing material being 50-1,000 MPa in a tensile elastic modulus for covering a winding side edge part of the wound construction sheet and a peripheral side surface of the winding core material.

Description

本発明は建築用シートを芯材に巻き取る際、巻き付け端部の段差により発生する巻き付け段差跡を建築用シート表面に付けない建築用シートの巻き取り構造体に関するものである。   The present invention relates to a winding structure for a building sheet in which a winding step trace generated by a step at a winding end is not attached to the building sheet surface when the building sheet is wound around a core material.

一般に建築用シートは、紙管・プラスチック管等の芯材に巻き取られて円筒形状の巻物として保管、輸送され、施工等の際には巻き戻して使用される。このように建築用シートが巻き取られた構造体は図4に示すように、建築用シート4の巻き付け側の端部2−1(以下単に、巻き付け端部と記載する場合がある。)すなわち1周目の建築用シート4−1の端部とその上に巻かれる2周目の建築用シート4−2との間で、シートの厚み分の段差6が出来る。そのため、その段差6により建築用シートの2周目以降にも段差7が付いてしまい、建築用シートの巻物を巻き戻した際に、建築用シートの表面に段差の跡が残ってしまっていた。このような巻き付け段差跡は建築用シートの外観不良となるため、施工の際に現場で建築用シートを広げて養生し、巻き付け段差跡を軽減させてから施工が行われている。また、場合によっては巻き付け段差跡が付いた部分を破棄するなどしていた。   In general, a building sheet is wound around a core material such as a paper tube or a plastic tube, stored and transported as a cylindrical scroll, and is rewound and used for construction. As shown in FIG. 4, the structure in which the building sheet is wound up as described above is an end portion 2-1 on the winding side of the building sheet 4 (hereinafter may be simply referred to as a winding end portion). A step 6 corresponding to the thickness of the sheet is formed between the end of the first-round building sheet 4-1 and the second-round building sheet 4-2 wound thereon. Therefore, the level difference 6 caused a level difference 7 after the second round of the building sheet, and when the scroll of the building sheet was rewound, a trace of the level difference was left on the surface of the building sheet. . Since such a winding step trace causes poor appearance of the building sheet, the construction sheet is spread and cured on site at the time of construction, and the construction is performed after reducing the winding step trace. In some cases, a portion with a winding step mark is discarded.

しかし、建築用シートが外気温度の高い夏季に施工される場合には、広げて養生することで巻き付け段差跡はなくなりやすいものの、外気温度が低い冬季の施工では建築用シートを広げて養生させるだけで巻き付け段差跡を完全になくすことは不可能であった。また、広げて養生することで段差跡を目立たなくすることができでも、建築用シートを養生するための場所の確保、その間の作業の中断による遅延、養生作業による手間という問題があった。   However, when building sheets are constructed in the summer when the outside air temperature is high, it is easy to eliminate the winding step traces by spreading and curing, but in the construction in the winter when the outside temperature is low, the building sheet is only spread and cured. It was impossible to completely eliminate the winding step trace. In addition, even though the step marks can be made inconspicuous by spreading and curing, there are problems of securing a place for curing the building sheet, delay due to interruption of the work in the meantime, and labor due to the curing work.

そこで、巻き付け端部を収納するため予め芯材の幅方向に建築用シート厚さに等しい高さを有する凹部分及び緩和部分を設けた巻芯が提案されている(特許文献1)。
しかしながら、この場合は、芯材に巻き付け端部を収納するための凹部分を設けるという特別な加工が必要である。さらに、その凹部分からずれることなく、巻き付け端部を収めながら巻き取ることが必要であるため、一般的な芯材とは異なり手間が掛かってしまうために、特別な設備や人員を必要とするものであった。
In view of this, there has been proposed a winding core provided with a recessed portion and a relaxation portion having a height equal to the thickness of the building sheet in the width direction of the core material in advance in order to accommodate the winding end (Patent Document 1).
However, in this case, a special process of providing a concave portion for accommodating the winding end portion in the core material is necessary. Furthermore, since it is necessary to wind up while holding the winding end without deviating from the concave portion, it takes time and effort unlike a general core material, so special equipment and personnel are required. Met.

また、図3(イ)のように紙菅にシート床材を巻き取る際に、シート床材の切断端と緩衝材とが密着した状態で巻き付けられることで、シート床材と紙管との間に生じる間隙を緩衝材で埋める方法や、あらかじめ隙間を埋める緩衝材を断面略三角形とする方法が提案されている(特許文献2)。   In addition, when the sheet floor material is wound around the paper sheet as shown in FIG. 3 (a), the sheet floor material and the paper tube are wound by being wound in a state where the cut end of the sheet floor material and the buffer material are in close contact with each other. There have been proposed a method of filling a gap formed therebetween with a cushioning material and a method of preliminarily filling the gap with a cushioning material having a substantially triangular cross section (Patent Document 2).

さらに、図3(ロ)のように巻芯に位置する巻き付け側の端縁部2−2を表面から発泡体等の柔軟性シート10により覆い、巻き付けの際に生じる巻き付け端部2−1による段差を緩和する技術も提案されている(特許文献3)。これは、巻き付け側の端縁部2−2を表面から柔軟性シート10により覆い床シートを巻き取ることで、柔軟性シート10が一緒に巻き取られて、段差により生じる隙間に略三角形状の柔軟性シート10を詰めた状態とすることで、段差を解消し巻き付け段差跡を防止しようとするものである。   Further, as shown in FIG. 3B, the winding edge portion 2-2 located on the winding core is covered with the flexible sheet 10 such as foam from the surface, and the winding edge portion 2-1 generated during winding is used. A technique for reducing the level difference has also been proposed (Patent Document 3). This is because the edge 2-2 on the winding side is covered with the flexible sheet 10 from the surface and the floor sheet is wound, so that the flexible sheet 10 is wound together and the gap formed by the step is substantially triangular. The state in which the flexible sheet 10 is packed is intended to eliminate the step and prevent the winding step trace.

これらの方法はいずれも、発泡体などの柔軟性シートを上に巻かれるシートで巻き付けることや、最初からくさび状緩衝材を用いることで、図4に示した巻き付け端部2−1における芯材1とシート4により生じるくさび状の間隙5を埋めて、巻き付け端部2−1における段差6による段差跡を解消しようとするものである。   In any of these methods, the core material at the winding end portion 2-1 shown in FIG. 4 can be obtained by winding a flexible sheet such as a foam with a sheet wound up or using a wedge-shaped cushioning material from the beginning. The wedge-shaped gap 5 generated by the sheet 1 and the sheet 4 is filled to eliminate a step mark due to the step 6 at the winding end 2-1.

特開平11−263537号公報JP-A-11-263537 特開平6−341214号公報JP-A-6-341214 特開2004−217349号公報JP 2004-217349 A

しかし、従来から使用される柔軟性シート等はシートと共に巻き取られる際にずれたりよれたりすることがあり、柔軟性シート自体がしわになり巻き取られた建築用シートと緩衝材の間に隙間が生じてしまうことがあった。この様な場合、その隙間に空気を巻き込んだまま建築用シートがさらに巻き取られることで、空気が閉じ込められたまま巻き取られた部分は円形、楕円形状に膨らみ、建築用シート表面に巻き込んだ空気による膨らみの跡が残るという問題があった。(以後このような、空気を巻き込み円形、楕円形状の膨れにより生じた建築用シート表面の円形、楕円形の跡をエアー跡と記載する。)   However, a flexible sheet or the like that has been used in the past may be displaced when wound together with the sheet, and the flexible sheet itself is wrinkled so that there is a gap between the wound architectural sheet and the cushioning material. Sometimes occurred. In such a case, the architectural sheet is further wound while air is caught in the gap, so that the portion wound while the air is trapped swells into a circular or elliptical shape, and is wound on the surface of the building sheet. There was a problem that marks of bulging due to air remained. (Hereinafter, the traces of the circular and elliptical shapes on the surface of the building sheet caused by the entrainment of the circular and elliptical shapes will be described as the air traces.)

また、柔軟性シート等の緩衝材自体により巻き付けられる建築用シートとの間で段差8(図3(ロ))を生じてしまう場合がある。これによって建築用シート表面に緩衝材自体の跡がついてしまう問題が発生していた。(以後、このような緩衝材シート自体と建築用シートの段差に起因して生じる跡を緩衝材自体の跡と記載する。)   Moreover, the level | step difference 8 (FIG. 3 (b)) may arise between the building sheets wound by buffer materials itself, such as a flexible sheet | seat. As a result, there has been a problem in that the cushioning material itself remains on the surface of the building sheet. (Hereinafter, a trace generated due to the level difference between the cushioning material sheet itself and the building sheet will be referred to as a trace of the cushioning material itself.)

本発明は上記の問題点を解消するためになされたものであり、建築用シートを芯材に巻き取る際に発生する巻き付け段差による跡が建築用シート表面に付くことを防止する新たな手段として、複雑な作業及び特別な設備が必要な特殊な巻芯を使用せずに、巻き付け段差跡を防止することができ、さらに緩衝材に起因するエアー跡や緩衝材自体の跡が建築用シート表面に付くことを防止することができる建築用シートの巻き付け構造体を提供することを目的とする。   The present invention has been made to solve the above-described problems, and as a new means for preventing a mark due to a winding step generated when a building sheet is wound around a core material from being attached to the surface of the building sheet. It is possible to prevent winding step traces without using special winding cores that require complicated work and special equipment. In addition, air traces caused by cushioning materials and traces of the cushioning materials themselves are the surface of the building sheet. It aims at providing the winding structure of the sheet | seat for construction which can prevent attaching to.

即ち、本発明は上記問題を解決したものであり、請求項1では、円柱形状の巻き取り用芯材と、前記巻き取り用芯材の周側面に巻き取られた建築用シートと、巻き取られた前記建築用シートの巻き付け側の端縁部と前記巻き取り用芯材の周側面とを覆う引張弾性率が50〜1000MPaである帯状緩衝材とを備える建築用シートの巻き取り構造体である。請求項2では、前記建築用シートの巻き付け端部から前記巻き取り用芯材の周側面にわたり、前記帯状緩衝材により形成された斜面部と、前記斜面部、前記巻き取り用芯材の周側面に挟まれた隙間部と、前記斜面部の上に巻き取られた前記建築用シートの巻き取り1周目から2周目の切替り部とを備えた請求項1に記載の建築用シートの巻き取り構造体である。請求項3では、前記帯状緩衝材の厚みが0.05〜1.0mmであることを特徴とし、請求項4では前記帯状緩衝材が織布または不織布であることを特徴とする巻き取り構造体である。また、請求項5では、上記いずれか1項に記載された巻き取り構造体に用いられる帯状緩衝材である。さらに、請求項6は上記いずれか1項に記載された巻物状の前記帯状緩衝材を所定長さ巻き出す手段と、巻き出された前記帯状緩衝材を切断する手段と、切断された前記帯状緩衝材を前記建築用シートの巻き付け側の端縁部と前記芯材の周側面とを同時に覆う手段と、前記建築用シートを前記芯材に巻き取る手段と、を備える建築用シートの巻き取り構造体の製造方法である。   That is, the present invention solves the above problem, and in claim 1, a cylindrical core material for winding, a building sheet wound around a peripheral side surface of the core material for winding, A winding structure for a building sheet, comprising: a belt-like cushioning material having a tensile elastic modulus of 50 to 1000 MPa that covers an end edge of the wound sheet of the building sheet and a peripheral side surface of the winding core; is there. In Claim 2, from the winding edge part of the said sheet | seat for construction to the surrounding side surface of the said winding core material, the slope part formed with the said strip | belt-shaped buffer material, the said slope part, and the surrounding side surface of the said winding core material The architectural sheet according to claim 1, further comprising a gap portion sandwiched between and a switching portion between the first and second windings of the building sheet wound on the slope portion. It is a winding structure. In Claim 3, the thickness of the band-shaped buffer material is 0.05 to 1.0 mm, and in Claim 4, the band-shaped buffer material is a woven fabric or a non-woven fabric. It is. Moreover, in Claim 5, it is a strip | belt-shaped shock absorbing material used for the winding structure described in any one of the said. Further, claim 6 is a means for unwinding the belt-shaped cushioning material in a predetermined length described in any one of the above, a means for cutting the unrolled belt-shaped cushioning material, and the band-shaped material that has been cut Winding of a building sheet, comprising: means for simultaneously covering an end edge portion on the winding side of the building sheet and a peripheral side surface of the core material; and means for winding the building sheet around the core material. It is a manufacturing method of a structure.

本発明は、引張弾性率が50〜1000MPaの帯状緩衝材で建築用シート巻き付け端縁部と芯材の周側面を覆うことにより巻き付け段差跡を解消することができる。
さらに、この構造体によれば、複雑な作業及び特別な設備を必要とせずに、巻き付ける際エアーを巻き込むことで発生するエアー跡及び緩衝材自体の跡が付かない建築用シートの巻物構造体を提供できるという効果がある。
The present invention can eliminate the winding step trace by covering the building sheet winding edge and the peripheral side surface of the core with a band-shaped cushioning material having a tensile modulus of 50 to 1000 MPa.
Furthermore, according to this structure, a scroll structure of a sheet for building that does not require complicated work and special equipment, and does not have marks of air generated by winding air and a mark of the cushioning material itself when winding. There is an effect that it can be provided.

また、本発明で使用される帯状緩衝材3は建築用シート4の巻き付け側の端部2−1と芯材の周側面1−1にわたり斜面を形成することで、その上に巻き取られる建築用シートの巻き付け1周目4−1が2周目4−2に切り替わる切替り部分9が緩やかに2周目4−2が巻き取られることとなるために巻き付け端部2−1のシートの厚みによる段差6を緩和することができる。   Moreover, the strip | belt-shaped buffer material 3 used by this invention forms the slope over the edge part 2-1 of the winding side of the building sheet 4, and the surrounding side surface 1-1 of a core material, and is wound up on it Since the switching portion 9 in which the first turn 4-1 of the wrapping sheet is switched to the second turn 4-2 is gently wound around the second turn 4-2, the sheet of the winding end 2-1 The step 6 due to the thickness can be reduced.

さらに、帯状緩衝材を織布や不織布とすることで、巻き取られた構造体が輸送等によって連続的に振動を受けることにより巻きずれを生じることをより防ぐことが出来る。   Furthermore, by using a woven fabric or a non-woven fabric as the band-shaped cushioning material, it is possible to further prevent the winding structure from being unwound due to continuous vibration caused by transportation or the like.

さらに帯状緩衝材3の厚みを0.05mm〜1.0mmとすることで、より効果的に帯状緩衝材自体の跡が建築用シート表面に付かない建築用シートの巻物構造体を提供できるという効果がある。   Furthermore, by making the thickness of the belt-like cushioning material 3 to be 0.05 mm to 1.0 mm, it is possible to provide a scroll structure of a building sheet in which the traces of the belt-like cushioning material itself do not adhere to the building sheet surface more effectively. There is.

本発明の巻物構造体の断面図である。It is sectional drawing of the scroll structure of this invention. 本発明の巻物構造体の巻き付け端部の拡大断面図である。It is an expanded sectional view of the winding end of the scroll structure of the present invention. 従来技術の建築用シートの巻物構造体の拡大断面図である。It is an expanded sectional view of the scroll structure of the building sheet of a prior art. 緩衝材を使用しない巻物構造体の巻き付け端部の拡大断面図である。It is an expanded sectional view of the winding end part of the scroll structure which does not use a buffer material. 本発明における建築用シートを巻き始める際の平面図(5(イ))、斜視図(5(ロ))であって、帯状緩衝材の一部を切り欠いている。It is a top view (5 (I)) at the time of starting winding the sheet | seat for construction in this invention, and a perspective view (5 (B)), Comprising: A part of strip | belt-shaped shock absorbing material is notched. シートの中間に基材を積層した建築用シートの断面図である。It is sectional drawing of the sheet | seat for construction which laminated | stacked the base material on the middle of the sheet | seat. 最下層に基材を積層した建築用シートの断面図である。It is sectional drawing of the sheet | seat for construction which laminated | stacked the base material on the lowest layer.

以下、本発明の好適実施の態様について詳細に説明する。図1に本発明の巻物構造体の断面図、図2に本発明の巻物構造体の拡大断面図を示した。図1、図2によると、円柱形状の芯材として中空の芯材1に建築用シート4が巻き取られた構造であって、建築用シート4の巻き付け側の端縁部2−2と芯材1の周側面1−1の一部を帯状緩衝材3で覆いその帯状緩衝材3の上に建築用シート4が巻き取られた、建築用シートの巻き取り構造体である。また、図2のように帯状緩衝材3の一の側端縁部3−1は1周目の建築用シート4−1と2周目の建築用シート4−2の間に挟まれており、他の側端縁部3−3は芯材1の周側面1−1と1周目の建築用シート4−1に挟まれ、一の側端縁部3−1と他の側端縁部3−3をつなぐ斜面部3−2は、1周目の建築用シート4−1と2周目の建築用シート4−2により生じた隙間5の斜面を形成している。そして、1周目の建築用シート4−1と2周目の建築用シート4−2の切り替わり部9は、隙間5の斜面を形成する帯状緩衝材3の斜面部3−2に沿って巻きつけられ、緩やかに1周目の建築用シート4−1の上に2周目の建築用シート4−2が巻き取られる。   Hereinafter, preferred embodiments of the present invention will be described in detail. FIG. 1 is a sectional view of the scroll structure of the present invention, and FIG. 2 is an enlarged sectional view of the scroll structure of the present invention. According to FIGS. 1 and 2, the construction sheet 4 is wound around a hollow core material 1 as a cylindrical core material, and the edge 2-2 on the winding side of the construction sheet 4 and the core This is a building sheet winding structure in which a part of the peripheral side surface 1-1 of the material 1 is covered with a band-shaped cushioning material 3 and the building sheet 4 is wound on the band-shaped cushioning material 3. Further, as shown in FIG. 2, one side edge portion 3-1 of the band-shaped cushioning material 3 is sandwiched between the first-round architectural sheet 4-1 and the second-round architectural sheet 4-2. The other side edge portion 3-3 is sandwiched between the peripheral side surface 1-1 of the core material 1 and the building sheet 4-1 of the first turn, and the one side edge portion 3-1 and the other side edge. The slope portion 3-2 connecting the portions 3-3 forms a slope of the gap 5 generated by the first-round building sheet 4-1 and the second-round building sheet 4-2. And the switching part 9 of the architectural sheet 4-1 of the 1st round and the architectural sheet 4-2 of the 2nd round winds along the slope part 3-2 of the strip | belt-shaped shock absorbing material 3 which forms the slope of the clearance gap 5. FIG. Then, the architectural sheet 4-2 for the second lap is gently wound on the architectural sheet 4-1 for the first lap.

本発明で使用される帯状緩衝材3の引張弾性率は、50〜1000MPaであることを要する。帯状緩衝材3の引張弾性率が50MPaより低い場合には、帯状緩衝材3が柔らかいためによれたり、しわになりやすく、そのしわ等により建築用シート4を巻き付けた際に、エアーを巻き込んでしまい、建築用シート4の表面にエアー跡を付けてしまうために好ましくない。さらに、帯状緩衝材3の剛性が不足するために、帯状緩衝材4は緩やかな斜面部3−2を形成できず、巻き付け端部2−1の段差6を解消することはできない。
また、帯状緩衝材3の引張弾性率が1000MPaより高い場合には、帯状緩衝材3が硬いために、巻芯の外側面1−2に完全に追従せず巻き付け時により大きな力が必要となってしまう。さらに、帯状緩衝材3は巻き付け側の端縁部2−2において巻き付け1周目と2周目に挟まれるために、帯状緩衝材3の剛性が大きすぎると建築用シート4の表面には緩衝材自体の跡が付いてしまうため好ましくない。
さらに、巻き付け段差跡をより効果的に緩和し、且つエアー跡及び緩衝材自体の跡を付けないためには帯状緩衝材3の引張弾性率は50〜500MPaがより好ましい。
The tensile elastic modulus of the band-shaped buffer material 3 used in the present invention is required to be 50 to 1000 MPa. When the tensile elastic modulus of the band-shaped cushioning material 3 is lower than 50 MPa, the band-shaped cushioning material 3 is soft and wrinkles easily, and when the building sheet 4 is wound by the wrinkles or the like, air is entrained. Therefore, it is not preferable because an air mark is attached to the surface of the building sheet 4. Furthermore, since the rigidity of the band-shaped cushioning material 3 is insufficient, the band-shaped cushioning material 4 cannot form the gentle slope portion 3-2, and the step 6 of the winding end portion 2-1 cannot be eliminated.
Further, when the tensile elastic modulus of the band-shaped cushioning material 3 is higher than 1000 MPa, since the band-shaped cushioning material 3 is hard, a larger force is required at the time of winding without following the outer surface 1-2 of the core completely. End up. Further, since the band-shaped cushioning material 3 is sandwiched between the first and second wraps at the winding end edge 2-2, if the rigidity of the band-shaped cushioning material 3 is too large, the surface of the building sheet 4 is buffered. It is not preferable because the mark of the material itself is attached.
Furthermore, the tensile elastic modulus of the band-shaped cushioning material 3 is more preferably 50 to 500 MPa in order to more effectively relieve the winding step trace and not leave the air trace and the cushioning material itself.

ここで、発泡シートは巻き付け段差跡を防止するためには用いることができるが、引張弾性率が50MPa以下である柔軟な発泡シートは、上記のとおり剛性が不足するために巻き付け側の端縁部2−2において緩やかな斜面部3−2を形成できない。したがって、建築用シートの厚みが0.5mm以上と厚い場合には、巻き付け端部2−2の隙間を埋めるように緩衝材である発泡シートの厚みを厚くすることが必要となり、巻き付け1周目と2周目に挟まれる部分の厚みも厚くなり、緩衝材自体の跡が付くために好ましくない。   Here, the foam sheet can be used to prevent a winding step mark, but the flexible foam sheet having a tensile elastic modulus of 50 MPa or less has an insufficient edge on the winding side as described above. In 2-2, the gentle slope portion 3-2 cannot be formed. Therefore, when the thickness of the building sheet is as thick as 0.5 mm or more, it is necessary to increase the thickness of the foam sheet as a cushioning material so as to fill the gap between the winding ends 2-2. The thickness of the portion sandwiched between the second and the second round is also increased, and the trace of the cushioning material itself is not preferable.

本発明での引張弾性率の試験方法を以下に示す。
<引張弾性率の試験方法>
JIS K 7113に準じて以下の試験条件の通り、引張試験機で測定した。
・試験体 幅:25mm 長さ:120mm
・引張速度 1.0mm/min
・標線間距離 60mm
The method for testing the tensile modulus of elasticity in the present invention is shown below.
<Test method for tensile modulus>
According to JIS K 7113, it measured with the tensile tester as the following test conditions.
-Specimen Width: 25mm Length: 120mm
・ Tensile speed 1.0mm / min
・ Distance between marked lines 60mm

そして、帯状緩衝材としては引張弾性率が50〜1000MPaであれば任意のものを使用することができ、例えばシート、フィルム、織物、不織布、紙等が使用できる。   And as a strip | belt-shaped buffer material, if a tensile elasticity modulus is 50-1000 MPa, arbitrary things can be used, for example, a sheet | seat, a film, a textile fabric, a nonwoven fabric, paper etc. can be used.

中でも織布、不織布が好ましく用いられる。織布、不織布は、繊維を二方向またはランダムに絡ませることにより、あらゆる角度からの荷重に強くかつ曲線や隙間に追従しやすいため、より効果的に巻き付け段差跡、エアー跡、緩衝材自体の跡を防止できるという点で好ましい。特に、建築用シートと帯状緩衝材が滑りにくいこと、且つある程度の剛性を有することで帯状緩衝材がしわになりにくく、その結果エアー跡の発生をより防止することができる。
さらに、織布、不織布は、安価で入手しやすく、建築用シートを芯材に巻き取る際に、建築用シート表面と帯状緩衝材が滑りにくいことで巻ズレの発生を防ぐことができる点で好ましい。ここで巻きずれとは、巻き付けの不良であって、建築用シート表面と帯状緩衝材が滑ることで輸送などの運搬時の細かい振動により巻き付けにズレが発生し、建築用シートの側面が平らに揃っていない状態のことをいう。
Of these, woven fabric and non-woven fabric are preferably used. Woven fabrics and non-woven fabrics are resistant to loads from all angles and easily follow curves and gaps by entanglement of fibers in two directions or randomly. This is preferable in that it can prevent traces. In particular, the architectural sheet and the band-shaped cushioning material are difficult to slip and have a certain degree of rigidity, so that the band-shaped cushioning material is less likely to wrinkle, and as a result, the generation of air marks can be further prevented.
Furthermore, woven fabrics and non-woven fabrics are inexpensive and easy to obtain, and when winding a building sheet around a core material, it is possible to prevent the occurrence of winding misalignment because the building sheet surface and the belt-like cushioning material are less slippery. preferable. Here, the winding slip is a winding failure, and the side of the building sheet is flattened due to slippage between the building sheet surface and the belt-like cushioning material due to fine vibration during transportation such as transportation. It means a state that is not complete.

前記織布及び不織布を形成する素材としては、安価なポリエステル、アクリル、ポリオレフィン等の合成繊維を使用することができるが、寸法安定性に優れ温度変化に対して伸び縮みが少ないためにガラスがより好ましい。一方で、ガラス繊維は折れやすいために緩衝材として巻き付けられた場合にガラス繊維が折れて脱落し建築用シートに付着したり、作業者の手を傷つける場合がある。したがって、本発明の帯状緩衝材は建築用シートの組み合わせ等によって適宜最適な素材を選択することが出来る。   As the material for forming the woven fabric and non-woven fabric, inexpensive synthetic fibers such as polyester, acrylic, and polyolefin can be used, but glass is more suitable because of excellent dimensional stability and less expansion and contraction with respect to temperature change. preferable. On the other hand, since glass fiber is easy to break, when it is wound as a cushioning material, the glass fiber may break and fall off and adhere to a building sheet, or may injure an operator's hand. Therefore, as the belt-like cushioning material of the present invention, an optimal material can be appropriately selected depending on the combination of building sheets.

前記織布の打ち込み本数は、あらゆる角度からの荷重に強くかつ曲線や隙間に追従しやすく、より効果的に巻き付け段差跡、エアー跡、緩衝材自体の跡を防止するという点を考慮すると、タテ、ヨコ共に1インチ当たり60本以上が好ましい。さらに、より緩衝材自体の跡を緩和するためにタテ、ヨコ共に1インチ当たり60〜120本がより好ましい。   Considering the fact that the number of driven woven fabrics is resistant to loads from all angles and is easy to follow curves and gaps, it is more effective to prevent winding traces, air traces, and cushioning material traces. The width is preferably 60 or more per inch. Furthermore, in order to further ease the trace of the cushioning material itself, both vertical and horizontal are more preferably 60 to 120 per inch.

前記不織布の目付量については、より効果的に巻き付け段差跡の防止することを考慮すると50g/m以上が好ましい。さらに効果的に巻き付け段差跡を防止し、且つエアー跡及び緩衝材跡を建築用シート表面に付かないようにすることを考慮すると、目付量については50〜120g/mがより好ましい。 The weight per unit area of the non-woven fabric is preferably 50 g / m 2 or more in consideration of more effectively preventing a winding step trace. In consideration of effectively preventing the winding step trace and preventing the air trace and the buffer material trace from sticking to the building sheet surface, the basis weight is more preferably 50 to 120 g / m 2 .

帯状緩衝材として紙を使用する場合には、建築用シートの巻き付け1周目と2週目が紙製の帯状緩衝材により滑りやすく、巻き取り作業の際に巻き付けるシートがずれやすくなることがある。   When paper is used as the band-shaped cushioning material, the first and second weeks of winding the architectural sheet are easily slipped by the paper-shaped band-shaped cushioning material, and the sheet to be wound during the winding operation may be easily displaced. .

また、帯状緩衝材の厚さについては、巻き付け段差跡の防止だけではなく、帯状緩衝材に起因する緩衝材自体の跡を防止するという点に影響を与えるものである。つまり、巻き付け段差跡の防止には帯状緩衝材の厚みが厚い方が隙間5を埋め易く、段差を緩和する効果が得られやすいが、厚みが厚くなりすぎると緩衝材自体の跡が付きやすい傾向にある。したがって、より効果的に巻き付け端部の巻き段差を緩和し、緩衝材自体の跡が建築用シート表面に付かないようにすることを考慮すると、帯状緩衝材の厚さについては0.05〜1.00mmが好ましい。   Further, the thickness of the band-shaped cushioning material affects not only the prevention of the winding step trace but also the point of preventing the trace of the cushioning material itself due to the band-shaped cushioning material. In other words, to prevent winding step traces, the thicker band-shaped cushioning material is easier to fill the gap 5 and the effect of relaxing the step is likely to be obtained, but if the thickness is too thick, the cushioning material itself tends to be marked. It is in. Therefore, considering the fact that the winding step at the winding end is more effectively relaxed and that the trace of the cushioning material itself is not attached to the surface of the building sheet, the thickness of the belt-like cushioning material is 0.05 to 1. 0.000 mm is preferred.

本発明の帯状緩衝材は、図1、2、5のように建築用シートの巻き付け側の端縁部2−2と芯材1の周側面1−1を覆うように帯状緩衝材3を設置して使用される。したがって、帯状緩衝材3は少なくとも建築用シート4の巻き付け端部2−1において、当核巻き付け端部2−1と芯材1の周側面1−1の一部が被覆できる程度の幅3−5が必要である。
また、図5のように帯状緩衝材3は巻き付け端部2−1において、建築用シート4の幅方向に渡ってその巻き付け側の端縁部2−2を被覆するものであるから、帯状緩衝材3の長さ3−6は巻き付け端部を幅方向に渡り被覆できる長さが必要であり、建築用シート4の幅と略同一または、わずかに大きいことが好ましい。これより巻き付け側の端縁部2−2を建築用シート4の全幅に渡り、巻き付け段差跡を防止することができ、帯状緩衝材3が建築用シート4から大きくはみ出さないために、外観を損なわず、包装紙での梱包、保管及び輸送の妨げにならないような巻物の両端からはみ出さないという効果を得ることができる。
The band-shaped cushioning material 3 of the present invention is provided with the band-shaped cushioning material 3 so as to cover the edge 2-2 on the winding side of the building sheet and the peripheral side surface 1-1 of the core material 1 as shown in FIGS. Used. Therefore, the band-shaped cushioning material 3 has a width 3- that can cover at least the core winding end 2-1 and the peripheral side surface 1-1 of the core material 1 at the winding end 2-1 of the building sheet 4. 5 is required.
Further, as shown in FIG. 5, the band-shaped cushioning material 3 covers the edge portion 2-2 on the winding side over the width direction of the building sheet 4 at the winding end 2-1. The length 3-6 of the material 3 needs to be long enough to cover the winding end in the width direction, and is preferably substantially the same as or slightly larger than the width of the building sheet 4. From this, the edge 2-2 on the winding side extends over the entire width of the building sheet 4, and the winding step trace can be prevented, and the band-shaped cushioning material 3 does not protrude greatly from the building sheet 4. It is possible to obtain the effect that the roll does not protrude from both ends of the roll so as not to impede packing, storage and transportation with wrapping paper.

具体的に帯状緩衝材の幅3−5は、巻き付け端部2−1を十分にカバーできるよう巻き付け端部2−1を覆い、かつねじれてしまうことなく、巻物自体の大きさが大きくならないように芯材1の外周を0.15倍〜0.7倍するような幅が好ましく、0.45倍〜0.6倍がより好ましい。また、帯状緩衝材の長さ3−6(L)は、建築用シートの幅の長さ(l)に対して、l−30mm〜l+100mmの範囲にあることが好ましく、l+20mm〜l+80mmの範囲にあることがより好ましい。
例えば建築用シートの幅が1200mm、紙管の幅が1210mm、紙管の外径が104mmの場合は、帯状緩衝材3の長さ3−6(L)は1170〜13000mm、帯状緩衝材の幅3−5は50〜250mmが好ましい。より好ましいのは、帯状緩衝材3の長さ3−6(L)が1220mm〜1280mm、帯状緩衝材の幅3−5が150〜200mmである。
Specifically, the width 3-5 of the band-shaped cushioning material covers the winding end 2-1 so as to sufficiently cover the winding end 2-1, and does not become twisted so that the size of the scroll itself does not increase. The width of the outer periphery of the core 1 is preferably 0.15 to 0.7 times, more preferably 0.45 to 0.6 times. Further, the length 3-6 (L) of the band-shaped cushioning material is preferably in the range of 1-30 mm to l + 100 mm, and in the range of l + 20 mm to l + 80 mm, with respect to the width (l) of the building sheet. More preferably.
For example, when the width of the building sheet is 1200 mm, the width of the paper tube is 1210 mm, and the outer diameter of the paper tube is 104 mm, the length 3-6 (L) of the band-shaped cushioning material 3 is 1170 to 13000 mm, and the width of the band-shaped cushioning material 3-5 is preferably 50 to 250 mm. More preferably, the length 3-6 (L) of the band-shaped buffer material 3 is 1220 mm to 1280 mm, and the width 3-5 of the band-shaped buffer material is 150 to 200 mm.

本発明の建築用シートは、長尺状であって芯材に巻き付けて保管、輸送されるものであればよく、用途しては床材、防水材、壁紙等がある。   The building sheet of the present invention may be long and can be stored and transported by being wound around a core material, and there are floor materials, waterproof materials, wallpaper, etc. as uses.

また、本発明の建築用シートとしては、合成樹脂製シートが挙げられ、ポリ塩化ビニルなどのポリ塩化ビニル系樹脂、ポリエチレン、ポリプロピレン、エチレン−酢酸ビニル共重合樹脂等のオレフィン系樹脂、ポリオレフィン系エラストマー、アクリル樹脂等が用いられる。中でも、ポリ塩化ビニル樹脂に可塑剤を添加した樹脂組成物を成型加工して得られる建築シートは、建築シートが柔軟性を有し巻き付け段差跡が付きやすいために、本発明の帯状緩衝材を使用することでこの様な不具合を効果的に防止することが出来る。   Further, the building sheet of the present invention includes a synthetic resin sheet, polyvinyl chloride resin such as polyvinyl chloride, olefin resin such as polyethylene, polypropylene, ethylene-vinyl acetate copolymer resin, and polyolefin elastomer. An acrylic resin or the like is used. Among them, an architectural sheet obtained by molding and processing a resin composition obtained by adding a plasticizer to a polyvinyl chloride resin is flexible and has a winding step mark. By using it, such a problem can be effectively prevented.

この様に建築シートの剛性によって巻き付け段差跡の付き方や目立ち具合には差が見られる。ここで、建築用シートの剛性が高く硬いシートであれば巻き付け段差跡は目立ちにくいが、建築用シートの引張弾性率が50MPa〜200MPaの比較的柔軟な場合には巻き付け段差跡が目立ちやすいために本発明の帯状緩衝材を使用することで効果的に巻き付け段差跡を防止でき好ましい実施態様である。
<引張弾性率の測定方法>
JIS K 7113に準じて以下の試験条件の通り、引張試験機で測定した。
・シート 幅:25mm 長さ:120mm
・引張速度 1.0mm/min
・標線間距離 60mm
In this way, there is a difference in the way the winding sheet marks and how it stands out depending on the rigidity of the building sheet. Here, if the building sheet has a high rigidity and is a hard sheet, the winding step trace is not noticeable. However, if the tensile modulus of the building sheet is relatively flexible at 50 MPa to 200 MPa, the winding step trace is easily noticeable. The use of the band-shaped cushioning material of the present invention is a preferred embodiment that can effectively prevent winding step marks.
<Measurement method of tensile modulus>
According to JIS K 7113, it measured with the tensile tester as the following test conditions.
・ Sheet Width: 25mm Length: 120mm
・ Tensile speed 1.0mm / min
・ Distance between marked lines 60mm

建築用シートは合成樹脂による単層シートだけでなく、織布、不織布、紙等の基材が積層されていてもよい。さらに、合成樹脂層や基材が2層以上に積層されていてもよい。織布、不織布の材質としては、麻、綿等の天然繊維、ポリエステル、ポリオレフィン、アクリル等の合成繊維が用いられ、これらを混紡してなるものも使用できる。   The building sheet is not limited to a single-layer sheet made of a synthetic resin, and may be laminated with a base material such as a woven fabric, a non-woven fabric, or paper. Furthermore, the synthetic resin layer and the base material may be laminated in two or more layers. As the material of the woven fabric and the nonwoven fabric, natural fibers such as hemp and cotton, and synthetic fibers such as polyester, polyolefin, and acrylic are used, and those obtained by blending them can also be used.

建築用シートの表側、裏側ともに合成樹脂からなる層で構成されている場合(図6)、すなわち、上記の基材を積層しない又は、基材が合成樹脂層の間に積層されている場合には、建築用シートの一の面に基材が積層されている場合(図7)と比較して、建築用シートを巻き取って巻物とするときに、建築用シートの裏面とこれと接する表面との間での滑りがよくないために、緩衝材の部分において隙間を生じやすくなる。このためにエアー跡が付きやすくまた、そのエアー跡も大きくなりやすい。したがって、上記のように、建築用シートの表面、裏面ともに合成樹脂からなる層で構成されている場合には、本発明の帯状緩衝材を用いて巻物とすることで、エアー跡を効果的に防止できるという点で好ましい使用態様である。   When the front and back sides of the building sheet are composed of layers made of synthetic resin (FIG. 6), that is, when the above base material is not laminated or when the base material is laminated between synthetic resin layers Compared with the case where the base material is laminated on one surface of the building sheet (FIG. 7), when the building sheet is wound up into a roll, the back surface of the building sheet and the surface in contact with the back surface As a result, the gap is likely to be generated in the cushioning material. For this reason, air marks are easily attached and the air marks are also likely to be large. Therefore, as described above, when both the front and back surfaces of the building sheet are composed of a layer made of a synthetic resin, the air mark is effectively removed by using the band-shaped cushioning material of the present invention as a scroll. This is a preferred mode of use because it can be prevented.

建築用シートの厚みについては、建築用シートの巻き付け端部と芯材との段差により巻き付け段差跡が付くために、建築用シートの厚みが厚いほど巻き付け段差跡が付きやすい。概ね、厚みが0.3mm以上となると巻き付け段差跡が目立ちやすくなるため、本発明の帯状緩衝材は、建築用シートの厚みが0.3mm〜10mmである場合に用いることで巻き付け段差跡、エアー跡、緩衝材自体跡を効果的に防止することができる。   About the thickness of a building sheet, since a winding step trace is attached by the level | step difference of the winding edge part of a building sheet and a core material, it is easy to have a winding step trace, so that the thickness of a building sheet is thick. In general, when the thickness is 0.3 mm or more, the winding step trace becomes conspicuous. Therefore, the band-shaped cushioning material of the present invention is used when the thickness of the building sheet is 0.3 mm to 10 mm, so that the winding step trace and air Traces and the cushioning material itself can be effectively prevented.

本発明の帯状緩衝材は、巻き付け作業の前にあらかじめ、所定の幅、長さにカットしたものを用意して、巻き付け作業時に用意した帯状緩衝材を使用することが出来る。また、巻き付け作業時に、帯状緩衝材の巻物を巻き出して所定の長さにカットした帯状緩衝材を使用することも出来る。ここで帯状緩衝材の巻物は、帯状緩衝材の長さ方向に巻き取ったものを巻き付け作業時に巻き出し、帯状緩衝材の所定幅にカットすることができまた、帯序緩衝材の幅方向に巻き取ったものを巻き付け作業時に巻き出して、帯状緩衝材の所定長さにカットすることも出来る。   The band-shaped cushioning material of the present invention can be prepared in advance by cutting it into a predetermined width and length before the winding operation, and the band-shaped cushioning material prepared during the winding operation can be used. Further, it is possible to use a band-shaped cushioning material obtained by unwinding a roll of a band-shaped cushioning material and cutting it to a predetermined length during the winding operation. Here, the roll of the band-shaped cushioning material can be unwound in the lengthwise direction of the band-shaped cushioning material, and can be cut into a predetermined width of the band-shaped cushioning material. The wound material can be unwound at the time of winding work and cut into a predetermined length of the band-shaped cushioning material.

建築用シートの巻き付け作業は、紙管等の円柱形の芯材の周側面に巻き取るべき建築用シートを接し、その巻き付け端部と芯材の周側面を同時に覆うように本発明の帯状緩衝材を被覆させ、建築用シートを巻き取ることで建築用シートの巻物構造体を得ることが出来る。
このとき、建築用シートを芯材の周側面に接した後に巻き付け端部をテープ等を用いて仮止めすることもできる。また、本発明の帯状緩衝材を巻き付け端部を覆うように被覆させた後にテープ等で帯状緩衝材を止めることも出来る。これによって、帯状緩衝材がよれたりずれたりすることをより効果的に防止することが出来る。
The winding work of the building sheet is carried out by contacting the building sheet to be wound on the peripheral side surface of a cylindrical core material such as a paper tube, and covering the winding end and the peripheral side surface of the core material at the same time. The scroll structure of a building sheet can be obtained by covering the material and winding up the building sheet.
At this time, after the building sheet is brought into contact with the peripheral side surface of the core material, the winding end can be temporarily fixed using a tape or the like. In addition, the band-shaped cushioning material of the present invention can be stopped with a tape or the like after the band-shaped cushioning material of the present invention is covered so as to cover the winding end. Thereby, it is possible to more effectively prevent the band-shaped cushioning material from being swung or displaced.

建築用シートの巻物構造体は、これを保管・輸送する際に巻物構造体の上に他の巻物構造体を積み重ね、ピラミッド様に段積みする場合がある。この様な場合には、下側に位置する巻物構造体は上に積み重ねた巻物構造体からの荷重により段差跡が目立ちやすくなるが、本発明の巻物構造体によれば、段差跡が目立たず上記のように段積みでの保管等を行うことが出来る。   The scroll structure of a building sheet may be stacked like a pyramid by stacking other scroll structures on the scroll structure when storing and transporting the scroll structure. In such a case, the scroll structure located on the lower side is easily noticeable as a step mark due to the load from the scroll structure stacked above, but according to the scroll structure of the present invention, the step mark is not noticeable. As described above, it can be stored in a stacked manner.

次に、具体的な実施例を挙げて本発明をさらに詳細に説明するが、本発明はこれらの実施例に限定されるものではない。
[実施例1]
下記の建築用シート(A1)を外径104mm、長さ1210mmの紙管を芯材として、帯状緩衝材を建築用シートと紙管との巻き付け端部に建築用シートの幅方向に渡り被覆して、建築用シートを巻き付けて巻物構造体とした。帯状緩衝材の幅は185mm、長さは1270mmのものを使用した。この巻物構造体を床面に建築用シートが床面に接するように置き、一ヶ月経過後にその巻き物を巻き出して建築用シートの表面の状態を目視で確認した。
以下、同様に評価した結果を実施例と比較例として表1に示した。
Next, the present invention will be described in more detail with specific examples, but the present invention is not limited to these examples.
[Example 1]
The following architectural sheet (A1) is coated with a paper tube having an outer diameter of 104 mm and a length of 1210 mm as a core material, and a band-shaped cushioning material is applied to the wrapping end of the architectural sheet and the paper tube across the width of the architectural sheet. Then, an architectural sheet was wound to form a scroll structure. A band-shaped cushioning material having a width of 185 mm and a length of 1270 mm was used. The scroll structure was placed on the floor so that the building sheet was in contact with the floor, and after one month, the roll was unwound to visually check the state of the surface of the building sheet.
The results evaluated in the same manner are shown in Table 1 as examples and comparative examples.

<建築用シート>
建築用シートA1
規格:厚さ1.5mm、幅1200mm、長さ10m
樹脂:ポリ塩化ビニル製 引張弾性率 160MPa
構造:ポリ塩化ビニル樹脂製表層+基材+ポリ塩化ビニル樹脂裏層(図6)
基材:ガラス織布

建築用シートA2
規格:厚さ1.5mm、幅1200mm、長さ10m
樹脂:ポリ塩化ビニル製 引張弾性率 100MPa
構造:ポリ塩化ビニル樹脂製表層+基材+ポリ塩化ビニル樹脂裏層(図6)
基材:ガラス不織布

建築用シートA3
規格:厚さ2.0mm、幅1830mm、長さ9m
樹脂:ポリ塩化ビニル製 引張弾性率 50MPa
構造:ポリ塩化ビニル樹脂製表層+ポリ塩化ビニル樹脂裏層+基材(図7)
基材:ポリエステル織布
<Building sheet>
Architectural sheet A1
Standard: Thickness 1.5mm, width 1200mm, length 10m
Resin: Made of polyvinyl chloride Tensile modulus 160 MPa
Structure: Surface layer made of polyvinyl chloride resin + base material + polyvinyl chloride resin back layer (Fig. 6)
Base material: Glass woven fabric

Architectural sheet A2
Standard: Thickness 1.5mm, width 1200mm, length 10m
Resin: Polyvinyl chloride Tensile modulus 100 MPa
Structure: Surface layer made of polyvinyl chloride resin + base material + polyvinyl chloride resin back layer (Fig. 6)
Base material: Glass nonwoven fabric

Architectural sheet A3
Standard: Thickness 2.0mm, width 1830mm, length 9m
Resin: Polyvinyl chloride Tensile modulus 50 MPa
Structure: surface layer made of polyvinyl chloride resin + back layer of polyvinyl chloride resin + substrate (Fig. 7)
Base material: Polyester woven fabric

巻き付け段差跡、緩衝材自体の跡及びエアー跡の判断方法と評価基準を以下に示す。
<巻き付け段差跡>
予め巻物を広げる前に、巻物の状態で巻き付け端部の位置を建築用シート側面に印をつけ、その位置にある建築用シート幅方向に1本の直線の跡を巻き付け段差跡とし、その跡が建築用シート表面上で外観を損なうかを評価した。
<緩衝材自体の跡>
予め巻物を広げる前に、巻物の状態で緩衝材の位置を建築用シート側面に印をつけ、その位置にある建築用シート幅方向に緩衝材幅と同じ距離にある2本の直線を緩衝材自体の跡とし、その跡が建築用シート表面上で外観を損なうかを評価した。
<エアー跡>
建築用シートの長手方向に連続的にある楕円形状のふくれをエアー跡とし、その跡が建築用シート表面上で外観を損なうかを評価した。
<巻き付け段差跡、緩衝材自体の跡及びエアー跡の評価>
外観を損なわないもの・・・・◎
外観をほとんど損なわないもの・・・・○
外観を若干損なうが使用可能・・・・△
外観を損なうもの・・・・×
The judgment method and evaluation criteria for the winding step trace, the cushioning material trace and the air trace are shown below.
<Wrapping step trace>
Before spreading the scroll in advance, mark the position of the winding end on the side of the building sheet in the state of the scroll, and make a single straight trace in the width direction of the building sheet at that position to make a step difference trace, Evaluated whether the appearance was damaged on the building sheet surface.
<Traces of cushioning material itself>
Before spreading the scroll in advance, mark the position of the cushioning material on the side of the building sheet in the state of the scroll, and place two straight lines that are the same distance as the cushioning material width in the building sheet width direction at that position It was evaluated as whether it was a trace of itself, and the trace would damage the appearance on the surface of the building sheet.
<Air trace>
An elliptical bulge continuously in the longitudinal direction of the building sheet was used as an air mark, and it was evaluated whether the mark damaged the appearance on the surface of the building sheet.
<Evaluation of winding step marks, cushion material itself and air marks>
Those that do not impair the appearance ... ◎
Appearance is almost intact
Appearance is slightly impaired, but can be used ...
Things that impair the appearance ...

帯状緩衝材および建築用シートの引張弾性率は以下の測定方法で測定した。
<引張弾性率の測定方法>
JIS K 7113に準じて以下の試験条件の通り、引張試験機で測定した。
・試験体 幅:25mm 長さ:120mm
・引張速度 1.0mm/min
・標線間距離 60mm
The tensile elastic modulus of the band-shaped cushioning material and the building sheet was measured by the following measuring method.
<Measurement method of tensile modulus>
According to JIS K 7113, it measured with the tensile tester as the following test conditions.
-Specimen Width: 25mm Length: 120mm
・ Tensile speed 1.0mm / min
・ Distance between marked lines 60mm

実施例においては、一ヶ月間経過した巻物を解反しても、巻き付け端部に起因する巻段跡、緩衝材自体の跡及びエアー跡は長尺シート表面上で目立たず、外観を損なわなかった。 In the examples, even when the roll that had been passed for one month was unwound, the trace of the winding step, the trace of the cushioning material itself, and the air trace caused by the winding end were not noticeable on the surface of the long sheet, and the appearance was not impaired. .

比較例1、2、3においては、帯状緩衝材を使用していないために、一ヶ月間経過した巻物を解反すると巻き付け段差跡が目立ち、外観を損なっていた。また、建築シートA1とA2を比較すると引張弾性率が低く柔らかい建築シートA1の方が巻き付け段差跡が目立っていた。これに対して、本発明の帯状緩衝材を用いた実施例1、2では、建築シートA1の巻き付け段差跡も防止することが出来ていた。 In Comparative Examples 1, 2, and 3, since the band-shaped cushioning material was not used, the wound step traces were conspicuous and the appearance was impaired when the scroll that had passed for one month was unwound. Further, when the architectural sheets A1 and A2 were compared, the softer architectural sheet A1 having a lower tensile elastic modulus had a noticeable stepped trace. On the other hand, in Examples 1 and 2 using the belt-like cushioning material of the present invention, it was possible to prevent the winding step trace of the building sheet A1.

比較例4では、巻き付け段差跡を防止することが出来ても発泡性ウレタンシートB1の厚みが3.00mmと厚いために、発泡性ウレタンシートB1自体の跡が目立っていた。 In Comparative Example 4, the foamed urethane sheet B1 itself was conspicuous because the foamable urethane sheet B1 was as thick as 3.00 mm even though the winding step trace could be prevented.

比較例5では、厚み2.0mm、引張弾性率が0.08MPaの柔軟な発泡性ウレタンシートB1を緩衝材に用いたが、巻き付け段差跡を防止することが出来ても発泡性ウレタンシートB1が巻き付け時にしわとなりエアー跡が目立っていた。 In Comparative Example 5, a flexible foamable urethane sheet B1 having a thickness of 2.0 mm and a tensile modulus of 0.08 MPa was used as a cushioning material. The air marks were conspicuous when wrinkled.

比較例6、7では、引張弾性率が2265MPaのPETフィルムを使用したが、PETフィルムが硬いために緩衝材自体の跡が目立っていた。 In Comparative Examples 6 and 7, a PET film having a tensile modulus of 2265 MPa was used. However, since the PET film was hard, the trace of the buffer material itself was conspicuous.

比較例8では、比較例4と同様の材質で厚みが0.8mmの発泡性ウレタンシートB3を使用した場合には、巻き付け段差跡が目立ち、エアー跡も目立っていた。


















In Comparative Example 8, when a foamable urethane sheet B3 having the same material as Comparative Example 4 and a thickness of 0.8 mm was used, the winding step traces were conspicuous and the air traces were also conspicuous.


















Figure 2011213469
Figure 2011213469

本発明による効果は、建築用シートを円柱状の芯材に巻き取る構造全般においてに広く使用することができる。   The effect by this invention can be widely used in the whole structure which winds a building sheet around a cylindrical core material.

1 芯材
1−1 芯材の周側面
2−1 建築用シートの巻き付け側の端部(巻き付け端部)
2−2 建築用シートの巻き付け側の端縁部
3 帯状緩衝材
3−1 帯状緩衝材の一の側の端部
3−2 帯状緩衝材の斜面部
3−3 帯状緩衝材の他の側の端部
3−5 帯状緩衝材の幅
3−6 帯状緩衝材の長さ
4 建築用シート
4−1 巻き付け1周目シート
4−2 巻き付け2周目シート
5 1周目シートと2周目シートの隙間
6 巻き付け端部での段差部分
7 建築用シートの2周目以降の段差
8 緩衝材による段差
9 建築用シートの1周目と2周目の切替り部
10 従来技術の発泡シート
11 建築用シートの表層
12 建築用シートの基材層
13 建築用シートの裏層
DESCRIPTION OF SYMBOLS 1 Core material 1-1 The peripheral side surface of a core material 2-1 The edge part (winding edge part) of the winding side of a building sheet
2-2 Edge of winding side of building sheet 3 Band-shaped cushioning material 3-1 Edge of one side of band-shaped cushioning material 3-2 Slope of band-shaped cushioning material 3-3 Other side of band-shaped cushioning material End 3-5 Width of band-shaped cushioning material 3-6 Length of band-shaped cushioning material 4 Architectural sheet 4-1 Winding first round sheet 4-2 Winding second round sheet 5 First round sheet and second round sheet Gap 6 Stepped portion 7 at the winding end Step after the second round of the building sheet 8 Step due to the cushioning material 9 Switching portion between the first and second rounds of the building sheet 10 Conventional foam sheet 11 For building Surface layer of sheet 12 Base material layer of building sheet 13 Back layer of building sheet

Claims (6)

円柱形状の巻き取り用芯材と、
前記巻き取り用芯材の周側面に巻き取られた建築用シートと、
巻き取られた前記建築用シートの巻き付け側の端縁部と前記巻き取り用芯材の周側面とを覆う引張弾性率が50〜1000MPaである帯状緩衝材とを備える
建築用シートの巻き取り構造体。
A cylindrical core material for winding;
A building sheet wound on the peripheral side surface of the winding core;
Winding structure of a building sheet, comprising a belt-shaped cushioning material having a tensile elastic modulus of 50 to 1000 MPa covering an end edge portion of the wound winding sheet of the building sheet and a peripheral side surface of the winding core material body.
前記建築用シートの巻き付け端部から前記巻き取り用芯材の周側面にわたり、前記帯状緩衝材により形成された斜面部と、
前記斜面部、前記巻き取り用芯材の周側面に挟まれた隙間部と、
前記斜面部の上に巻き取られた前記建築用シートの巻き取り1周目から2周目の切替り部とを備えた
請求項1に記載の建築用シートの巻き取り構造体。
From the winding end portion of the building sheet to the peripheral side surface of the winding core material, the slope portion formed by the band-shaped cushioning material,
The slope part, a gap part sandwiched between peripheral surfaces of the winding core, and
The winding structure for a building sheet according to claim 1, further comprising: a switching part for winding the first to second turns of the building sheet wound on the slope portion.
前記帯状緩衝材の厚みが0.05〜1.0mmであることを特徴とする請求項1または2に記載の建築用シートの巻き取り構造体。 3. The architectural sheet winding structure according to claim 1, wherein the band-shaped cushioning material has a thickness of 0.05 to 1.0 mm. 前記帯状緩衝材が織布または不織布であることを特徴とする請求項1〜3のいずれか1項に記載の建築用シートの巻き取り構造体。 The winding structure for a building sheet according to any one of claims 1 to 3, wherein the band-shaped cushioning material is a woven fabric or a nonwoven fabric. 請求項1〜4のいずれか1項に記載の建築用シートの巻き取り構造体に用いられる帯状緩衝材。 The strip | belt-shaped shock absorbing material used for the winding structure of the building sheet of any one of Claims 1-4. 請求項1〜4のいずれか1項に記載された巻物状の前記帯状緩衝材を所定長さ巻き出す手段と、
巻き出された前記帯状緩衝材を切断する手段と、
切断された前記帯状緩衝材を前記建築用シートの巻き付け側の端縁部と前記芯材の周側面とを同時に覆う手段と、
前記建築用シートを前記芯材に巻き取る手段と、
を備える建築用シートの巻き取り構造体の製造方法。
Means for unwinding the scroll-shaped band-shaped cushioning material according to any one of claims 1 to 4 for a predetermined length;
Means for cutting the unwound band-shaped cushioning material;
Means for simultaneously covering the edge of the wound side of the building sheet and the peripheral side surface of the core material of the cut band-shaped cushioning material;
Means for winding the building sheet around the core;
The manufacturing method of the winding structure of a sheet | seat for construction provided with.
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JP2019172295A (en) * 2018-03-28 2019-10-10 富士紡ホールディングス株式会社 Package and object to be transported
JP7141228B2 (en) 2018-03-28 2022-09-22 富士紡ホールディングス株式会社 Packaged goods and goods to be transported

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