JP2927414B2 - Building protection material, building protection method and human body protection method - Google Patents
Building protection material, building protection method and human body protection methodInfo
- Publication number
- JP2927414B2 JP2927414B2 JP10134933A JP13493398A JP2927414B2 JP 2927414 B2 JP2927414 B2 JP 2927414B2 JP 10134933 A JP10134933 A JP 10134933A JP 13493398 A JP13493398 A JP 13493398A JP 2927414 B2 JP2927414 B2 JP 2927414B2
- Authority
- JP
- Japan
- Prior art keywords
- protection
- building
- protection material
- pillar
- plastic
- 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
Links
- 239000000463 material Substances 0.000 title claims description 107
- 238000000034 method Methods 0.000 title claims description 11
- 229920003023 plastic Polymers 0.000 claims description 30
- 239000004033 plastic Substances 0.000 claims description 30
- 230000001681 protective effect Effects 0.000 claims description 17
- 238000010276 construction Methods 0.000 claims description 16
- 238000005187 foaming Methods 0.000 claims description 6
- 239000003086 colorant Substances 0.000 claims description 4
- 229920000098 polyolefin Polymers 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims 1
- 238000000926 separation method Methods 0.000 claims 1
- 230000035939 shock Effects 0.000 description 8
- 239000002341 toxic gas Substances 0.000 description 5
- 238000010521 absorption reaction Methods 0.000 description 4
- 239000004088 foaming agent Substances 0.000 description 4
- 239000004604 Blowing Agent Substances 0.000 description 3
- YMWUJEATGCHHMB-UHFFFAOYSA-N Dichloromethane Chemical compound ClCCl YMWUJEATGCHHMB-UHFFFAOYSA-N 0.000 description 3
- 238000009835 boiling Methods 0.000 description 3
- 238000002485 combustion reaction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- OFBQJSOFQDEBGM-UHFFFAOYSA-N n-pentane Natural products CCCCC OFBQJSOFQDEBGM-UHFFFAOYSA-N 0.000 description 3
- 229920000915 polyvinyl chloride Polymers 0.000 description 3
- 239000004800 polyvinyl chloride Substances 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- 241000282412 Homo Species 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 2
- ATUOYWHBWRKTHZ-UHFFFAOYSA-N Propane Chemical compound CCC ATUOYWHBWRKTHZ-UHFFFAOYSA-N 0.000 description 2
- 150000001338 aliphatic hydrocarbons Chemical class 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 1
- 239000006057 Non-nutritive feed additive Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000001273 butane Substances 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- NEHMKBQYUWJMIP-NJFSPNSNSA-N chloro(114C)methane Chemical compound [14CH3]Cl NEHMKBQYUWJMIP-NJFSPNSNSA-N 0.000 description 1
- 238000004040 coloring Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 239000005038 ethylene vinyl acetate Substances 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 239000003112 inhibitor Substances 0.000 description 1
- 229910001872 inorganic gas Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- IJDNQMDRQITEOD-UHFFFAOYSA-N n-butane Chemical compound CCCC IJDNQMDRQITEOD-UHFFFAOYSA-N 0.000 description 1
- JCXJVPUVTGWSNB-UHFFFAOYSA-N nitrogen dioxide Inorganic materials O=[N]=O JCXJVPUVTGWSNB-UHFFFAOYSA-N 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 239000004014 plasticizer Substances 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920005606 polypropylene copolymer Polymers 0.000 description 1
- 239000001294 propane Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
- 238000005979 thermal decomposition reaction Methods 0.000 description 1
- 238000011282 treatment Methods 0.000 description 1
Landscapes
- Building Environments (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建築中の家屋の
柱、家具、遊具等の構築物に装着される構築物保護材、
構築物保護方法及び人体保護方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building protection material to be attached to a building such as a pillar, furniture, play equipment, etc. of a house under construction.
The present invention relates to a construction protection method and a human body protection method.
【0002】[0002]
【従来の技術】木造家屋を建築する場合、まず初期段階
で柱が構築され、その後に壁、床、窓等が仕上げられ
る。初期に構築された柱は、その後の工事で汚れたり傷
付けられたりしてしまうおそれがある。柱は、一般的に
は塗装、クロス貼り等の後処理が施されないので汚れや
傷が隠れることが無く、従ってこの汚れや傷により新築
住宅の価値が低下してしまう。2. Description of the Related Art When building a wooden house, pillars are firstly constructed at an early stage, and then walls, floors, windows and the like are finished. Pillars that were initially constructed may be dirty or damaged in subsequent construction. The pillars are generally not subjected to post-treatments such as painting and cloth bonding, so that dirt and scratches do not hide, so that the dirt and scratches reduce the value of a new house.
【0003】柱の汚れや傷付きを防止するため柱に包装
紙を貼り付けたり巻き付けたりすることもあるが、この
作業は多大の労力を要し、また、包装紙は衝撃吸収性能
が無いため柱に強い衝撃が加わった場合の傷付きを防止
できない。[0003] In order to prevent the pillar from being stained or scratched, the wrapping paper may be pasted or wrapped around the pillar, but this operation requires a great deal of labor, and the wrapping paper has no shock absorbing performance. It is not possible to prevent damage when a strong impact is applied to the pillar.
【0004】これを解決するため、柱養生カバーが従来
用いられている。これは長手方向と垂直方向の断面形状
が略円弧状である保護部を備えたものであり、ポリ塩化
ビニル、ポリエチレン等のプラスチック(多くはポリ塩
化ビニル)で構成される。この柱養生カバーは、保護部
の両端を拡開させてその両端に柱を挟持させ、柱に柱養
生カバーを固定して柱の表面を覆うものである。また、
異なる寸法の柱に適用できるように、保護部の端部の形
状に工夫を加えた柱養生カバーも提案されている(例え
ば実公平2−27085号公報、実公平2−27086
号公報等参照)。[0004] In order to solve this, a column curing cover is conventionally used. This is provided with a protection portion having a substantially arc-shaped cross section in the longitudinal direction and the vertical direction, and is made of a plastic such as polyvinyl chloride or polyethylene (mostly polyvinyl chloride). This pillar curing cover expands both ends of the protection portion, clamps the pillar at both ends thereof, and fixes the pillar curing cover to the pillar to cover the surface of the pillar. Also,
A column curing cover in which the shape of the end portion of the protection portion is devised so as to be applicable to columns having different dimensions has also been proposed (for example, Japanese Utility Model Publication No. 2-27085 and Japanese Utility Model Publication No. 2-27086).
Reference).
【0005】しかし、これらプラスチック製の柱養生カ
バーでも未だ衝撃吸収性能は充分ではなく、柱に強い衝
撃が加わった場合の傷付きを充分には防止できない。ま
た、プラスチック製の柱養生カバーは表面硬度が高いた
め、衝撃等により柱養生カバーが柱に対して相対的に移
動した際に、端部が柱表面を引っ掻くことにより、かえ
って柱に傷が付いてしまうことがある。さらに、この柱
養生カバーは可撓性に欠けるため、使用中や運搬中に荷
重がかかると容易に破損してしまうことがある。[0005] However, these plastic column curing covers still do not have sufficient shock absorbing performance and cannot sufficiently prevent damage when a strong impact is applied to the column. In addition, since the column curing cover made of plastic has a high surface hardness, when the column curing cover moves relative to the column due to an impact or the like, the end scratches the column surface, causing the column to be damaged. Sometimes. Further, since the column curing cover lacks flexibility, it may be easily damaged when a load is applied during use or transportation.
【0006】また、これらプラスチック製の柱養生カバ
ーは衝撃吸収性能が充分でないので、これにヒトが衝突
した場合に人体に加わる衝撃を充分には緩和することが
できない。[0006] Further, since these plastic column curing covers do not have sufficient shock absorbing performance, it is not possible to sufficiently reduce the impact applied to the human body when a human collides with the cover.
【0007】しかも、特にポリ塩化ビニル製の柱養生カ
バーは燃焼時に有毒ガスを発生させるので、焼却処分が
できないという問題がある。焼却処分ができない柱養生
カバーは、建築現場の作業者に敬遠される。In addition, since the column curing cover made of polyvinyl chloride generates toxic gas when it is burned, there is a problem that it cannot be incinerated. Pillar curing covers that cannot be incinerated are avoided by construction site workers.
【0008】[0008]
【発明が解決しようとする課題】本発明は上記した問題
に鑑みてなされたものであり、柱等の構築物を傷つける
ことが少なく、使用中や運搬中の破損のおそれが少な
く、しかも燃焼時に有毒ガスが発生しない構築物保護
材、構築物保護方法及び人体保護方法を提供することを
その目的とする。SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems, and has little damage to structures such as pillars, is less likely to be damaged during use or transportation, and has a problem during combustion. It is an object of the present invention to provide a structure protection material, a structure protection method, and a human body protection method that do not generate poison gas.
【0009】[0009]
【課題を解決するための手段】上記した問題を解決する
ためになされた発明は、気泡を含んだプラスチックで構
成される略筒状の保護部を備えており、この保護部の垂
直断面における形状は両側に端部を有する形状であり、
この両側の端部で構築物を挟持して構築物の表面を覆う
ように構成された構築物保護材であって、この保護部の
断面形状が連続波形とされていることを特徴とする構築
物保護材、である(請求項1)。The invention made to solve the above-mentioned problem has a substantially cylindrical protective portion made of plastic containing air bubbles, and the shape of this protective portion in a vertical section. Is a shape having ends on both sides,
A building protection material configured to cover the surface of the building by sandwiching the building at the ends on both sides thereof, wherein the cross-sectional shape of the protection part is a continuous waveform, (Claim 1).
【0010】この構築物保護材は気泡を含んだプラスチ
ックで構成されるため、衝撃吸収性能に優れるものであ
る。従って、この構築物保護材の保護部の両端を拡開さ
せて構築物保護材に構築物を挟持させ、構築物に固定し
て構築物の表面を覆うことにより(請求項8、9)、構
築物の傷つきを防ぐことができ、構築物に衝突した人体
への衝撃を緩和することができる。また、この構築物保
護材は気泡を含んだプラスチックで構成されるため、表
面硬度が低いものである。従って、柱に引っ掻き傷が付
くことがない。また、可撓性に優れるので、使用中や運
搬中に破損することもない。さらに、保護部の断面形状
が連続波形であるため、構築物に対する構築物保護材の
締付力がより高められる。[0010] Since this construction protection material is made of plastic containing air bubbles, it has excellent shock absorption performance. Therefore, by damaging the structure with the structure protection material by expanding both ends of the protection portion of the structure protection material and fixing the structure to the structure to cover the surface of the structure (claims 8 and 9), the structure is prevented from being damaged. Therefore, the impact on the human body that has collided with the structure can be reduced. In addition, since this construction protection material is made of plastic containing air bubbles, the surface hardness is low. Therefore, the pillar is not scratched. Moreover, since it is excellent in flexibility, it does not break during use or transportation. Furthermore, since the cross-sectional shape of the protection portion is a continuous waveform, the tightening force of the building protection material on the building is further increased.
【0011】また、上記した問題を解決するためになさ
れた他の発明は、気泡を含んだプラスチックで構成され
る略筒状の保護部を備えており、この保護部の垂直断面
における形状は両側に端部を有する形状であり、この両
側の端部で構築物を挟持して構築物の表面を覆うように
構成された構築物保護材であって、この保護部の両端
に、構築物と広面積で当接する当接部が設けられている
ことを特徴とする構築物保護材、である(請求項2)。Another invention made to solve the above-mentioned problem is provided with a substantially cylindrical protection portion made of plastic containing air bubbles, and the shape of the protection portion in a vertical cross section is formed on both sides. A structure protection material configured to cover the surface of the structure by sandwiching the structure between the two ends, and to both ends of the protection portion in a wide area with the structure. It is a building protection material characterized by being provided with an abutting contact portion (claim 2).
【0012】この構築物保護材は気泡を含んだプラスチ
ックで構成されるため、衝撃吸収性能に優れるものであ
る。従って、この構築物保護材の保護部の両端を拡開さ
せて構築物保護材に構築物を挟持させ、構築物に固定し
て構築物の表面を覆うことにより(請求項8、9)、構
築物の傷つきを防ぐことができ、構築物に衝突した人体
への衝撃を緩和することができる。また、この構築物保
護材は気泡を含んだプラスチックで構成されるため、表
面硬度が低いものである。従って、柱に引っ掻き傷が付
くことがない。また、可撓性に優れるので、使用中や運
搬中に破損することもない。さらに、保護部の両端に、
構築物と広面積で当接する当接部が設けられているた
め、構築物保護材が構築物から容易に離脱するのが防が
れる。[0012] Since this construction protection material is made of plastic containing air bubbles, it has excellent shock absorption performance. Therefore, by damaging the structure with the structure protection material by expanding both ends of the protection portion of the structure protection material and fixing the structure to the structure to cover the surface of the structure (claims 8 and 9), the structure is prevented from being damaged. Therefore, the impact on the human body that has collided with the structure can be reduced. In addition, since this construction protection material is made of plastic containing air bubbles, the surface hardness is low. Therefore, the pillar is not scratched. Moreover, since it is excellent in flexibility, it does not break during use or transportation. In addition, at both ends of the protection section,
Since the abutment portion that contacts the structure over a wide area is provided, the structure protection material is prevented from easily detaching from the structure.
【0013】これらの発明において、上記プラスチック
をポリオレフィン系プラスチックとすれば(請求項
3)、燃焼時でも有毒ガスが発生しないので構築物保護
材の焼却処分が可能となる。In these inventions, if the plastic is a polyolefin-based plastic (claim 3), no toxic gas is generated even during combustion, so that the building protection material can be incinerated.
【0014】これらの発明において、上記気泡を含んだ
プラスチックの発泡倍率を10倍以上40倍以下とし
(請求項4)、また、上記保護部の肉厚を5ミリメート
ル以上20ミリメートル以下とすることにより(請求項
5)、構築物保護材の可撓性を維持しつつ、充分な衝撃
吸収性能と低い表面硬度とを達成することができる。[0014] In these inventions, the foaming ratio of the plastic containing air bubbles is set to 10 times or more and 40 times or less (claim 4), and the thickness of the protective portion is set to 5 mm or more and 20 mm or less. (Claim 5) It is possible to achieve sufficient impact absorption performance and low surface hardness while maintaining the flexibility of the building protective material.
【0015】これらの発明において、保護部を構成する
プラスチックに着色剤を配合して保護部に着色を施せ
ば、構築物の存在を訴えて注意を喚起することができ、
ヒトや物が構築物に衝突するのを防止することが可能と
なる(請求項6)。また、これらの発明にかかる構築物
保護材で、保護面と側面とを備えた角柱状の構築物を保
護する場合、この保護面と側面との境界である角部から
上記端部が側面に当接する箇所までの距離が20ミリメ
ートル以上50ミリメートル以下となるように、構築物
保護材を構成するのが好ましい(請求項7)。In these inventions, if the protective part is colored by blending a coloring agent with the plastic constituting the protective part, it is possible to appeal for the existence of the structure and to call attention,
It is possible to prevent humans and objects from colliding with the structure (claim 6). Further, in the case of protecting a prismatic building having a protection surface and a side surface with the structure protection material according to these inventions, the above-mentioned end portion comes into contact with the side surface from a corner which is a boundary between the protection surface and the side surface. It is preferable that the construction protection material is configured so that the distance to the location is not less than 20 mm and not more than 50 mm (claim 7).
【0016】[0016]
【発明の実施の形態】以下、図面を参照しつつ本発明を
詳説する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the drawings.
【0017】図1には本発明の一実施形態にかかる構築
物保護材1の、軸方向と垂直な方向における断面図が示
されており、図2にはその斜視図が示されている。この
構築物保護材1は両側の端部2a、2bを有する保護部
2を備えている。保護部2の形状は、両端部2a、2b
の間がスリット状とされている点を除けばほぼ筒状であ
る。保護部2は、半径方向外側向きに突出した4つの凸
部3と、この凸部3同士の間となる凹部4とを備えてお
り、その断面形状は4弁の花びらに類似の形状(連続波
形)とされている。FIG. 1 is a cross-sectional view in a direction perpendicular to the axial direction of a building protection material 1 according to an embodiment of the present invention, and FIG. 2 is a perspective view thereof. The structure protection material 1 includes a protection portion 2 having both ends 2a and 2b. The shape of the protection part 2 is the both ends 2a, 2b
It is almost cylindrical except that it is slit-shaped. The protection portion 2 includes four convex portions 3 protruding outward in the radial direction and a concave portion 4 between the convex portions 3, and has a cross-sectional shape similar to that of a four-valve petal (continuous shape). Waveform).
【0018】この構築物保護材1は3.5から4寸(1
0.6から12.1センチメートル)の柱用に製造され
たものであり、筒の外径(図1においてL1で示され
る)は82ミリメートル、長さは170センチメートル
とされている。もちろん、これらの寸法は適用される構
築物の寸法に応じて適宜決定される。この構築物保護材
1の保護部2の肉厚は5ミリメートル以上20ミリメー
トル以下が好ましく、7ミリメートル以上10ミリメー
トル以下が特に好ましい。肉厚が上記範囲未満であると
構築物保護材1の形状復元力が低下し、保護部2の両端
部2a、2bで構築物を挟持する力が不足してしまうこ
とがある。逆に肉厚が上記範囲を超えると構築物保護材
1の可撓性が損なわれ、構築物を挟み込むために両端部
2a、2bを拡開する際の変形が困難となってしまうこ
とがある。The construction protection material 1 is 3.5 to 4 inches (1
It is manufactured for a column of 0.6 to 12.1 centimeters) and has an outer diameter of 82 millimeters (indicated by L1 in FIG. 1) and a length of 170 centimeters. Of course, these dimensions are appropriately determined according to the dimensions of the applied construction. The wall thickness of the protection portion 2 of the construction protection material 1 is preferably 5 mm or more and 20 mm or less, and particularly preferably 7 mm or more and 10 mm or less. If the wall thickness is less than the above range, the shape restoring force of the structure protection material 1 is reduced, and the force for holding the structure between the two end portions 2a and 2b of the protection portion 2 may be insufficient. Conversely, if the thickness exceeds the above range, the flexibility of the structure protection material 1 is impaired, and it may be difficult to deform the ends 2a and 2b when the structure is sandwiched between the end portions 2a and 2b.
【0019】この構築物保護材1は、気泡を含むプラス
チックで構成される。用いられるプラスチックとして
は、有毒ガスを発生させることなく焼却処分のできるポ
リオレフィン系プラスチックが好ましい。このようなプ
ラスチックとしては、例えばポリエチレン、ポリプロピ
レン、エチレン−酢酸ビニル共重合体等が挙げられる。The construction protection material 1 is made of plastic containing air bubbles. The plastic used is preferably a polyolefin-based plastic that can be incinerated without generating toxic gas. Examples of such a plastic include polyethylene, polypropylene, and ethylene-vinyl acetate copolymer.
【0020】プラスチックに含まれる気泡は、連続気泡
であっても独立気泡であってもかまわない。発泡倍率
(気泡が存在する場合の密度に対する気泡が存在しない
場合の密度の比)は、10倍以上40倍以下が好まし
い。発泡倍率が上記範囲未満であると、構築物保護材1
の衝撃吸収性能が不充分となってしまうことがある。逆
に発泡倍率が上記範囲を超えると、構築物保護材1の形
状復元力が低下し、保護部2の両端部2a、2bで構築
物を挟持する力が不足してしまうことがある。The bubbles contained in the plastic may be open cells or closed cells. The expansion ratio (the ratio of the density in the absence of air bubbles to the density in the presence of air bubbles) is preferably 10 times or more and 40 times or less. If the expansion ratio is less than the above range, the building protective material 1
May have insufficient shock absorption performance. Conversely, if the foaming ratio exceeds the above range, the shape restoring force of the structure protecting material 1 is reduced, and the force for holding the structure between the two end portions 2a and 2b of the protecting portion 2 may be insufficient.
【0021】気泡は、一般的には発泡剤を発泡させるこ
とにより形成される。用いられる発泡剤は低沸点型の発
泡剤でもいいし、熱分解型の発泡剤でもよい。特に低沸
点型の発泡剤を用いれば、発泡が瞬時に完了して量産に
適するので好ましい。低沸点型の発泡剤としては、例え
ばプロパンやブタンやペンタン等の脂肪族炭化水素類、
塩化メチレンや塩化メチル等の塩素化脂肪族炭化水素
類、窒素や二酸化炭素等の無機ガス、フレオン等が挙げ
られる。The cells are generally formed by foaming a foaming agent. The blowing agent used may be a low-boiling type blowing agent or a thermal decomposition type blowing agent. In particular, it is preferable to use a low-boiling type foaming agent since foaming is completed instantaneously and suitable for mass production. Examples of low-boiling type foaming agents include aliphatic hydrocarbons such as propane, butane and pentane,
Examples include chlorinated aliphatic hydrocarbons such as methylene chloride and methyl chloride, inorganic gases such as nitrogen and carbon dioxide, and freon.
【0022】本構築物保護材1に用いられるプラスチッ
クには、上記した発泡剤の他、着色剤、発泡助剤、安定
剤、可塑剤、耐候剤、劣化防止剤、加工助剤等が必要に
応じ適量配合される。特に着色剤を配合して構築物保護
材1にカラーリングを施すことにより、家屋建築作業に
従事する作業者に柱の存在を訴えて注意を喚起すること
ができ、ヒトや物が構築物に衝突するのを防止すること
が可能となるので好ましい。The plastic used for the protective material 1 of the present invention may contain a coloring agent, a foaming aid, a stabilizer, a plasticizer, a weathering agent, a deterioration inhibitor, a processing aid, etc., as required, in addition to the above foaming agent. An appropriate amount is blended. In particular, by coloring the building protective material 1 with a coloring agent, workers engaged in house building work can be alerted to the presence of pillars, and humans and objects collide with the structure. This is preferable because it is possible to prevent the occurrence of the above.
【0023】次に、この構築物保護材1を用いて柱を保
護する方法を、図3を参照しつつ説明する。この構築物
保護材1を柱5に固定するには、両端部2a、2bが拡
開されるように構築物保護材1を変形させ、両端部2
a、2bがそれぞれ柱5の側面6a、6bに当接するよ
うにして柱5を挟み込む。構築物保護材1は、気泡を含
むプラスチックから構成されているため適度な形状回復
能を有しており、この形状回復能により両端部2a、2
bが柱5を締め付けて、構築物保護材1が柱5に固定さ
れる。この際、凸部3及び凹部4の作用により、変形に
対する構築物保護材1の復元力が増大する。従って、柱
を挟持する方向に強い力が働き、構築物保護材1の柱5
からの離脱が防止される。Next, a method for protecting a pillar using the structure protection material 1 will be described with reference to FIG. In order to fix the structure protection material 1 to the pillar 5, the structure protection material 1 is deformed so that both ends 2a and 2b are expanded, and both ends 2a and 2b are deformed.
The column 5 is sandwiched so that a and 2b are in contact with the side surfaces 6a and 6b of the column 5, respectively. Since the structure protection material 1 is made of plastic containing air bubbles, it has an appropriate shape recovery ability.
b tightens the column 5 and the building protection material 1 is fixed to the column 5. At this time, the restoring force of the building protection material 1 against deformation is increased by the action of the convex portions 3 and the concave portions 4. Therefore, a strong force acts in the direction of pinching the column, and the column 5
Is prevented from coming off.
【0024】こうして柱5の保護面7が構築物保護材1
によって覆われ、保護面7が汚れたり傷ついたりするこ
とが防止される。特にこの構築物保護材1は気泡を含ん
だプラスチックで構成されるため衝撃吸収性能に優れ、
表面硬度が低く、しかも可撓性に優れるものである。従
って柱5に強い衝撃が加わった場合でも優れた衝撃吸収
能により傷付きを防止することができ、人体が衝突した
場合でも人体の安全を図ることができる。また、構築物
保護材1が上下又は前後に移動した場合でも、表面硬度
が低いため端部2a、2bが柱5の側面6a、6bを引
っ掻いて傷付けることがない。しかも、可撓性に優れる
ので使用中や運搬中に破損することが無く、繰り返し使
用することができる。In this way, the protection surface 7 of the pillar 5 is
And the protective surface 7 is prevented from being stained or damaged. In particular, since this structure protective material 1 is made of plastic containing air bubbles, it has excellent shock absorbing performance,
It has low surface hardness and excellent flexibility. Therefore, even when a strong impact is applied to the pillar 5, damage can be prevented by the excellent shock absorbing ability, and safety of the human body can be achieved even when a human body collides. Further, even when the building protection material 1 moves up and down or back and forth, the end portions 2 a and 2 b do not scratch the side surfaces 6 a and 6 b of the pillar 5 due to low surface hardness. Moreover, since it is excellent in flexibility, it can be used repeatedly without being damaged during use or transportation.
【0025】なお、構築物保護材1で柱5を保護する場
合、保護面7と側面6a(6b)との境界である角部か
ら、端部2a(2b)が側面6a(6b)に当接する箇
所までの距離(図3においてL3で示される)が20ミ
リメートル以上50ミリメートル以下となるように、構
築物保護材1の寸法を設定するのが好ましい。L3の寸
法が上記範囲未満であると、構築物保護材1が容易に柱
5から離脱してしまうことがある。逆にL3の寸法が上
記範囲を越えると、両端部2a、2bを拡開して構築物
保護材1を取り付ける際に手間がかかり、効率的な取り
付け作業を行うことが困難となってしまうことがある。When the column 5 is protected by the building protection material 1, the end 2a (2b) comes into contact with the side surface 6a (6b) from the corner which is the boundary between the protection surface 7 and the side surface 6a (6b). It is preferable to set the dimensions of the building protection material 1 so that the distance to the location (indicated by L3 in FIG. 3) is not less than 20 mm and not more than 50 mm. If the dimension of L3 is less than the above range, the structure protection material 1 may easily be detached from the pillar 5. Conversely, when the dimension of L3 exceeds the above range, it takes time and effort to expand the ends 2a and 2b and attach the building protection material 1, and it may become difficult to perform an efficient installation work. is there.
【0026】次にこの構築物保護材1の製造方法につい
て説明する。まず、アウターダイとインナーダイとの間
隙から溶融したプラスチックコンパウンドを押し出す中
空押出により、筒体が成形される。次いで、この筒体に
カッター等で長手方向に切り込みを入れる。切り込まれ
た両側が、端部2a、2bとなる。このような製造によ
れば、構築物保護材1を極めて容易に得ることができ
る。Next, a method of manufacturing the structure protection material 1 will be described. First, a cylindrical body is formed by hollow extrusion in which a molten plastic compound is extruded from a gap between an outer die and an inner die. Next, a cut is made in this cylinder in the longitudinal direction with a cutter or the like. The cut sides serve as ends 2a and 2b. According to such manufacturing, the structure protection material 1 can be obtained very easily.
【0027】図4(a)には本発明の他の実施形態にか
かる構築物保護材19の軸方向と垂直な方向の断面が示
されており、図4(b)にはこの構築物保護材19を用
いて柱5の保護面7を保護する様子が示されている。こ
の構築物保護材19の保護部21は、半径方向外側向き
に突出した3つの凸部23と、この凸部23同士の間と
なる凹部22とを備えており、その断面形状は3弁の花
びらに類似の形状(連続波形)とされている。この構築
物保護材19においても、前述の構築物保護材1と同様
に、保護部21の両端部20a、20bが拡開されるよ
うに保護部21が変形され、両端部20a、20bがそ
れぞれ柱5の側面6a、6bに当接する。FIG. 4A shows a cross section in a direction perpendicular to the axial direction of a building protection member 19 according to another embodiment of the present invention, and FIG. 2 shows how the protection surface 7 of the pillar 5 is protected by using the. The protection portion 21 of the structure protection material 19 includes three convex portions 23 protruding outward in the radial direction and a concave portion 22 between the convex portions 23, and has a cross-sectional shape of a three-valve petal. The shape is similar to (a continuous waveform). In this structure protection material 19 as well, similarly to the above-described structure protection material 1, the protection portion 21 is deformed so that both ends 20a and 20b of the protection portion 21 are expanded, and both ends 20a and 20b are respectively connected to the pillars 5. Abut on the side surfaces 6a and 6b.
【0028】この構築物保護材19においても、凸部2
3び凹部22の作用により、変形に対する構築物保護材
19の復元力が増大する。従って、柱を挟持する方向に
強い力が働き、構築物保護材19の柱5からの離脱が防
止される。Also in this structure protection material 19, the protrusion 2
Due to the action of the concave portion 22, the restoring force of the building protection member 19 against deformation is increased. Therefore, a strong force acts in the direction of pinching the pillar, and the detachment of the building protection material 19 from the pillar 5 is prevented.
【0029】図1に示された構築物保護材1は軸方向と
垂直な方向の断面形状が4弁の花びらに類似の形状とさ
れており、図4(a)に示された構築物保護材19は軸
方向と垂直な方向の断面形状が3弁の花びらに類似の形
状とされているが、この断面形状を例えば5弁の花びら
に類似の形状や6弁の花びらに類似の形状等としてもよ
い。また、図1及び図4(a)に示された構築物保護材
1、19では、円弧状の凹部4、22及び凸部3、23
により連続波形を形成しているが、例えば一部楕円状や
一部矩形状の凹部及び凸部により、連続波形を形成して
もよい。このような、凹部と凸部とが連続して存在する
形状を、本明細書では「連続波形」と称している。The structure protection material 1 shown in FIG. 1 has a cross-sectional shape in a direction perpendicular to the axial direction similar to a four-valve petal, and the structure protection material 19 shown in FIG. Has a cross-sectional shape in a direction perpendicular to the axial direction similar to a petal of a three-valve petal, but this cross-sectional shape may be a shape similar to a petal of a five-valve petal or a shape similar to a petal of a six-petal petal. Good. In addition, in the architectural protection members 1 and 19 shown in FIGS. 1 and 4 (a), arc-shaped concave portions 4 and 22 and convex portions 3 and 23 are provided.
, A continuous waveform may be formed by, for example, a partially elliptical or partially rectangular concave and convex portion. Such a shape in which the concave portions and the convex portions are continuously present is referred to as a “continuous waveform” in this specification.
【0030】図5(a)には本発明のさらに他の実施形
態にかかる構築物保護材24の軸方向と垂直な方向の断
面が示されており、図5(b)にはこの構築物保護材2
4を用いて柱5の保護面7を保護する様子が示されてい
る。この構築物保護材24の保護部26の両端部25
a、25bには、この端部25a、25bから起立する
当接部27a、27bが設けられている。当接部27
a、27bの上端は平坦な坦面28a、28bとされて
いる。この構築物保護材24を柱5に取り付けると、図
5(b)に示されるように端面28a、28bが柱5の
側面6a、6bに当接する。従って、図1及び図4に示
された実施形態の構築物保護材1、19に比べ、構築物
保護材24と柱5との接触面積が大きくなる。このた
め、構築物保護材24の柱5からの離脱が防止される。FIG. 5 (a) shows a cross section in a direction perpendicular to the axial direction of a structure protection material 24 according to still another embodiment of the present invention, and FIG. 5 (b) shows this structure protection material. 2
4 shows how the protection surface 7 of the pillar 5 is protected by using 4. Both ends 25 of the protection portion 26 of the building protection material 24
a, 25b are provided with contact portions 27a, 27b rising from the ends 25a, 25b. Contact part 27
The upper ends of a and 27b are flat carrier surfaces 28a and 28b. When this building protection material 24 is attached to the pillar 5, the end faces 28 a and 28 b come into contact with the side faces 6 a and 6 b of the pillar 5 as shown in FIG. Therefore, the contact area between the building protection member 24 and the column 5 is larger than that of the building protection members 1 and 19 of the embodiment shown in FIGS. 1 and 4. For this reason, detachment of the building protection member 24 from the column 5 is prevented.
【0031】図6(a)には本発明のさらに他の実施形
態にかかる構築物保護材29の軸方向と垂直な方向の断
面が示されており、図6(b)にはこの構築物保護材2
9を用いて柱5の保護面7を保護する様子が示されてい
る。この構築物保護材29の保護部31の両端部30
a、30bには、この端部30a、30bから起立する
略L字状の当接部32a、32bが設けられている。当
接部32a、32bの上端は平坦な坦面33a、33b
とされている。この構築物保護材29を柱5に取り付け
ると、図6(b)に示されるように端面33a、33b
が柱5の側面6a、6bに当接する。従って、図5に示
された実施形態よりもさらに、構築物保護材29と柱5
との接触面積を大きくすることができる。このため、構
築物保護材29の柱5からの離脱がより確実に防止され
る。FIG. 6 (a) shows a cross section in a direction perpendicular to the axial direction of a structure protection material 29 according to still another embodiment of the present invention, and FIG. 6 (b) shows this structure protection material. 2
9 shows how the protection surface 7 of the pillar 5 is protected by using the reference numeral 9. Both ends 30 of the protection part 31 of this construction protection material 29
The a and 30b are provided with substantially L-shaped contact portions 32a and 32b which stand from the ends 30a and 30b. The upper ends of the contact portions 32a, 32b are flat carrier surfaces 33a, 33b.
It has been. When this structure protection material 29 is attached to the pillar 5, as shown in FIG. 6 (b), the end faces 33a, 33b
Abut on the side surfaces 6a and 6b of the pillar 5. Thus, further than the embodiment shown in FIG.
Contact area can be increased. For this reason, detachment of the building protection material 29 from the column 5 is more reliably prevented.
【0032】図7(a)には本発明のさらに他の実施形
態にかかる構築物保護材34の軸方向と垂直な方向の断
面が示されており、図7(b)にはこの構築物保護材3
4を用いて柱5の保護面7を保護する様子が示されてい
る。この構築物保護材34の保護部36の両端部35
a、35bには、この端部35a、35bから起立する
略T字状の当接部37a、37bが設けられている。当
接部37a、37bの上端は平坦な坦面38a、38b
とされている。この構築物保護材34を柱5に取り付け
ると、図7(b)に示されるように端面38a、38b
が柱5の側面6a、6bに当接する。従って、図6に示
された実施形態と同様に、構築物保護材34と柱5との
接触面積を大きくすることができる。このため、構築物
保護材34の柱5からの離脱がより確実に防止される。FIG. 7 (a) shows a cross section in a direction perpendicular to the axial direction of a structure protecting material 34 according to still another embodiment of the present invention, and FIG. 7 (b) shows this structure protecting material. 3
4 shows how the protection surface 7 of the pillar 5 is protected by using 4. Both ends 35 of the protection portion 36 of the building protection material 34
a, 35b are provided with substantially T-shaped contact portions 37a, 37b rising from the ends 35a, 35b. The upper ends of the contact portions 37a, 37b are flat carrier surfaces 38a, 38b.
It has been. When this building protection material 34 is attached to the pillar 5, as shown in FIG. 7 (b), the end faces 38a, 38b
Abut on the side surfaces 6a and 6b of the pillar 5. Therefore, as in the embodiment shown in FIG. 6, the contact area between the building protection member 34 and the pillar 5 can be increased. For this reason, detachment of the building protection member 34 from the column 5 is more reliably prevented.
【0033】図8(a)には本発明のさらに他の実施形
態にかかる構築物保護材39の軸方向と垂直な方向の断
面が示されており、図8(b)にはこの構築物保護材3
9を用いて柱5の保護面7を保護する様子が示されてい
る。この構築物保護材39の保護部41の両端部40
a、40bは、この端部40a、40b以外の部分より
も厚肉の当接部42a、42bが設けられている。当接
部42a、42bの上端は平坦な坦面43a、43bと
されている。この構築物保護材39を柱5に取り付ける
と、図8(b)に示されるように端面43a、43bが
柱5の側面6a、6bに当接する。従って、図6に示さ
れた実施形態と同様に、構築物保護材39と柱5との接
触面積を大きくすることができる。このため、構築物保
護材39の柱5からの離脱がより確実に防止される。FIG. 8 (a) shows a cross section in a direction perpendicular to the axial direction of a structure protection material 39 according to still another embodiment of the present invention, and FIG. 8 (b) shows this structure protection material. 3
9 shows how the protection surface 7 of the pillar 5 is protected by using the reference numeral 9. Both ends 40 of the protection part 41 of the building protection material 39
The a and b are provided with abutment portions 42a and 42b which are thicker than portions other than the end portions 40a and 40b. The upper ends of the contact portions 42a and 42b are flat carrier surfaces 43a and 43b. When the building protection material 39 is attached to the pillar 5, the end faces 43a and 43b abut the side faces 6a and 6b of the pillar 5 as shown in FIG. Therefore, as in the embodiment shown in FIG. 6, the contact area between the building protection member 39 and the pillar 5 can be increased. For this reason, detachment of the building protection member 39 from the column 5 is more reliably prevented.
【0034】図5から図8に示された構築物保護材2
4、29、34、39では、軸方向と垂直な方向の断面
形状が環状の保護部26、31、36、41の両端に当
接部27a、27b、32a、32b、37a、37
b、42a、42bが設けられているが、このような当
接部27a、27b、32a、32b、37a、37
b、42a、42bを、図1及び図4に示されるような
軸方向と垂直な方向の断面形状が連続波形である保護部
2、21の両端に設け、構築物保護材を構成してもよ
い。この場合は、連続波形の保護部2、21による締め
付け力の向上と、当接部27a、27b、32a、32
b、37a、37b、42a、42bによる接触面積の
向上とにより、構築物保護材の柱5からの離脱がさらに
確実に防止される。The structure protection material 2 shown in FIGS. 5 to 8
In 4, 29, 34, and 39, the abutting portions 27a, 27b, 32a, 32b, 37a, and 37 are provided at both ends of the protection portions 26, 31, 36, and 41 whose cross sections in the direction perpendicular to the axial direction are annular.
b, 42a, 42b are provided, but such contact portions 27a, 27b, 32a, 32b, 37a, 37
b, 42a and 42b may be provided at both ends of the protection portions 2 and 21 having a continuous waveform in a cross section perpendicular to the axial direction as shown in FIGS. 1 and 4 to constitute a building protection material. . In this case, the tightening force is improved by the protection portions 2 and 21 having continuous waveforms, and the contact portions 27a, 27b, 32a, and 32 are improved.
By improving the contact area by b, 37a, 37b, 42a, 42b, detachment of the building protection material from the pillar 5 is more reliably prevented.
【0035】以上、柱を養生する場合を例にとり本発明
の構築物保護材を説明したが、本構築物保護材は柱に限
られず、鴨居、敷居、階段の傘木、アルミサッシカバー
等の様々な建築材料に用いることができる。また、机、
ベッド、ドレッサー、いす、浴槽、本棚等の家具の運搬
時の傷付き防止にも適用できる。さらに、これら家具
や、公園のブランコ、滑り台、鉄棒、子供用自転車等の
遊具に用いることにより、子供が衝突した際の人体の安
全を図ることができる。本明細書では、これら建築材
料、家具、遊具等を含めて「構築物」と称している。な
お、このように様々な構築物に本構築物保護材を適用す
るに際し、構築物の長さに対して構築物保護材の長さが
長すぎる場合でも、本構築物保護材は気泡を含むプラス
チックで構成されて柔軟なため、カッターナイフ等で容
易に適切な長さに切断して用いることができる。Although the structure protecting material of the present invention has been described taking the case of curing the pillars as an example, the present invention is not limited to the pillars. Can be used for building materials. Also, desk,
The present invention can also be applied to prevent damage during transportation of furniture such as a bed, a dresser, a chair, a bathtub, and a bookcase. Further, by using these furniture and playground equipment such as swings, slides, iron bars, and children's bicycles in parks, the safety of the human body when a child collides can be achieved. In this specification, these building materials, furniture, playground equipment, and the like are referred to as "constructs". In applying the present structure protective material to various structures in this way, even when the length of the structure protective material is too long relative to the length of the structure, the present structure protective material is formed of plastic containing air bubbles. Since it is flexible, it can be easily cut to an appropriate length with a cutter knife or the like before use.
【0036】[0036]
【発明の効果】以上説明したように、本発明によれば柱
等の構築物を傷つけることが少なく、人体の安全を図る
ことができ、破損のおそれが少なく、しかも燃焼時に有
毒ガスが発生しない構築物保護材、構築物保護方法及び
人体保護方法を得ることができる。As described above, according to the present invention, there is little damage to structures such as pillars, the safety of the human body can be improved, there is little risk of damage, and no toxic gas is generated during combustion. A protective material, a structure protection method, and a human body protection method can be obtained.
【図1】図1は、本発明の一実施形態にかかる構築物保
護材が示された断面図である。FIG. 1 is a cross-sectional view illustrating a structure protecting material according to an embodiment of the present invention.
【図2】図2は、図1に示された構築物保護材が示され
た斜視図である。FIG. 2 is a perspective view showing the structure protecting material shown in FIG. 1;
【図3】図3は、図1に示された構築物保護材で柱を保
護する様子が示された断面図である。FIG. 3 is a cross-sectional view illustrating a manner in which a pillar is protected by the building protection material illustrated in FIG. 1;
【図4】図4(a)は本発明の他の実施形態にかかる構
築物保護材が示された断面図であり、図4(b)は図4
(a)に示された構築物保護材で柱を保護する様子が示
された断面図である。FIG. 4 (a) is a cross-sectional view showing a structure protecting material according to another embodiment of the present invention, and FIG. 4 (b) is a sectional view of FIG.
It is sectional drawing which showed a mode that the pillar was protected with the structure protection material shown to (a).
【図5】図5(a)は本発明のさらに他の実施形態にか
かる構築物保護材が示された断面図であり、図5(b)
は図5(a)に示された構築物保護材で柱を保護する様
子が示された断面図である。FIG. 5 (a) is a cross-sectional view showing a structure protecting material according to still another embodiment of the present invention, and FIG. 5 (b)
FIG. 6 is a cross-sectional view showing a state in which the pillar is protected by the building protection material shown in FIG.
【図6】図6(a)は本発明のさらに他の実施形態にか
かる構築物保護材が示された断面図であり、図6(b)
は図6(a)に示された構築物保護材で柱を保護する様
子が示された断面図である。FIG. 6 (a) is a cross-sectional view illustrating a structure protecting material according to still another embodiment of the present invention, and FIG. 6 (b).
FIG. 7B is a cross-sectional view illustrating a state in which the pillar is protected by the building protection material illustrated in FIG.
【図7】図7(a)は本発明のさらに他の実施形態にか
かる構築物保護材が示された断面図であり、図7(b)
は図7(a)に示された構築物保護材で柱を保護する様
子が示された断面図である。FIG. 7A is a cross-sectional view illustrating a structure protecting material according to still another embodiment of the present invention, and FIG.
FIG. 8 is a cross-sectional view illustrating a state in which a pillar is protected by the building protection material illustrated in FIG.
【図8】図8(a)は本発明のさらに他の実施形態にか
かる構築物保護材が示された断面図であり、図8(b)
は図8(a)に示された構築物保護材で柱を保護する様
子が示された断面図である。FIG. 8A is a cross-sectional view illustrating a structure protecting material according to still another embodiment of the present invention, and FIG.
FIG. 9 is a cross-sectional view illustrating a state in which the pillar is protected by the building protection material illustrated in FIG.
1、19、24、29、34、39・・・・・・・・・
・・・構築物保護材 2、21、26、31、36、41・・・・・・・・・
・・・保護部 2a、2b、20a、20b、25a、25b・・・・
・・・端部 30a、30b、35a、35b、40a、40b・・
・・・端部 3、23・・・・・・・・・・・・・・・・・・・・・
・・・凸部 4、22・・・・・・・・・・・・・・・・・・・・・
・・・凹部 27a、27b、32a、32b・・・・・・・・・・
・・・当接部 37a、37b、42a、42b・・・・・・・・・・
・・・当接部 28a、28b、33a、33b・・・・・・・・・・
・・・担面 38a、38b、43a、43b・・・・・・・・・・
・・・坦面1, 19, 24, 29, 34, 39 ...
... Construction protection materials 2, 21, 26, 31, 36, 41 ...
... Protecting parts 2a, 2b, 20a, 20b, 25a, 25b ...
... Ends 30a, 30b, 35a, 35b, 40a, 40b ...
・ ・ ・ End 3,23 ・ ・ ・ ・ ・ ・ ・ ・ ・
・ ・ ・ Protrusions 4, 22 ・ ・ ・ ・ ・ ・ ・ ・ ・ ・ ・ ・
... Recesses 27a, 27b, 32a, 32b ...
... Abutment parts 37a, 37b, 42a, 42b ...
... Abutting parts 28a, 28b, 33a, 33b ...
... Bearing surfaces 38a, 38b, 43a, 43b ...
... Tan surface
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04G 21/30 E04B 1/98 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) E04G 21/30 E04B 1/98
Claims (9)
略筒状の保護部を備えており、この保護部の垂直断面に
おける形状は両側に端部を有する形状であり、この両側
の端部で構築物を挟持して構築物の表面を覆うように構
成された構築物保護材であって、 この保護部の断面形状が連続波形とされていることを特
徴とする構築物保護材。1. A protection device according to claim 1, further comprising a substantially cylindrical protection portion made of plastic containing air bubbles, wherein the protection portion has a shape in a vertical cross section having ends on both sides. What is claimed is: 1. A structure protection material configured to cover a surface of a structure by sandwiching the structure, wherein a cross-sectional shape of the protection part has a continuous waveform.
略筒状の保護部を備えており、この保護部の垂直断面に
おける形状は両側に端部を有する形状であり、この両側
の端部で構築物を挟持して構築物の表面を覆うように構
成された構築物保護材であって、 この保護部の両端に、構築物と広面積で当接する当接部
が設けられていることを特徴とする構築物保護材。2. A protection device comprising a substantially cylindrical protection portion made of plastic containing air bubbles, wherein the shape of the protection portion in a vertical cross section is a shape having ends on both sides. What is claimed is: 1. A structure protection material configured to cover a surface of a structure by sandwiching the structure, wherein at both ends of the protection portion, there are provided abutting portions which are in contact with the structure over a wide area. Protective layer.
プラスチックである請求項1又は請求項2に記載の構築
物保護材。3. The building protection material according to claim 1, wherein the plastic is a polyolefin-based plastic.
率が、10倍以上40倍以下である請求項1から請求項
3のいずれか1項に記載の構築物保護材。4. The building protection material according to claim 1, wherein the foaming ratio of the plastic containing air bubbles is 10 times or more and 40 times or less.
20ミリメートル以下である請求項1から請求項4のい
ずれか1項に記載の構築物保護材。5. The structure protection material according to claim 1, wherein the thickness of the protection portion is 5 mm or more and 20 mm or less.
配合されることにより着色された請求項1から請求項5
のいずれか1項に記載の構築物保護材。6. The protection section according to claim 1, wherein the protection section is colored by adding a colorant to the plastic.
The construction protection material according to any one of the above.
を保護するために用いられ、この保護面と側面との境界Used to protect the boundary between this protective surface and the side
である角部から上記端部が側面に当接する箇所までの距From the corner to the point where the end abuts on the side.
離が20ミリメートル以上50ミリメートル以下となるSeparation is 20mm or more and 50mm or less
ように構成されている請求項1から請求項6のいずれか7. Any one of claims 1 to 6, wherein
1項に記載の構築物保護材。2. The building protection material according to claim 1.
記載の構築物保護材を用い、その構築物保護材の保護部
の両端を拡開させて構築物保護材に構築物を挟持させ、
構築物に構築物保護材を固定して構築物の表面を構築物
保護材で覆う構築物保護方法。 8. The structure protecting material according to any one of claims 1 to 7 , wherein both ends of the protection part of the structure protecting material are expanded to sandwich the building with the structure protecting material.
A structure protection method in which a structure protection material is fixed to a structure and the surface of the structure is covered with the structure protection material.
記載の構築物保護材を用い、その構築物保護材の保護部
の両端を拡開させて構築物保護材に構築物を挟持させ、
構築物に構築物保護材を固定して構築物に衝突する人体
への衝撃を緩和する人体保護方法。 9. The structure protecting material according to any one of claims 1 to 7 , wherein both ends of the protection part of the structure protecting material are expanded to hold the structure with the structure protecting material.
A human body protection method in which a structure protection material is fixed to a structure to reduce impact on a human body colliding with the structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10134933A JP2927414B2 (en) | 1997-05-27 | 1998-05-18 | Building protection material, building protection method and human body protection method |
Applications Claiming Priority (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13665297 | 1997-05-27 | ||
| JP9-252965 | 1997-09-18 | ||
| JP9-136652 | 1997-09-18 | ||
| JP25296597 | 1997-09-18 | ||
| JP10134933A JP2927414B2 (en) | 1997-05-27 | 1998-05-18 | Building protection material, building protection method and human body protection method |
Related Child Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP35633198A Division JP3247658B2 (en) | 1997-05-27 | 1998-12-15 | Building protection material, building protection method and human body protection method |
| JP35633998A Division JPH11236766A (en) | 1997-05-27 | 1998-12-15 | Building protective material and method, and human-body protective method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH11152904A JPH11152904A (en) | 1999-06-08 |
| JP2927414B2 true JP2927414B2 (en) | 1999-07-28 |
Family
ID=26470155
Family Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10134933A Expired - Fee Related JP2927414B2 (en) | 1997-05-27 | 1998-05-18 | Building protection material, building protection method and human body protection method |
| JP35633198A Expired - Lifetime JP3247658B2 (en) | 1997-05-27 | 1998-12-15 | Building protection material, building protection method and human body protection method |
| JP35633998A Pending JPH11236766A (en) | 1997-05-27 | 1998-12-15 | Building protective material and method, and human-body protective method |
Family Applications After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP35633198A Expired - Lifetime JP3247658B2 (en) | 1997-05-27 | 1998-12-15 | Building protection material, building protection method and human body protection method |
| JP35633998A Pending JPH11236766A (en) | 1997-05-27 | 1998-12-15 | Building protective material and method, and human-body protective method |
Country Status (1)
| Country | Link |
|---|---|
| JP (3) | JP2927414B2 (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002089046A (en) * | 2000-09-21 | 2002-03-27 | Sakai Kagaku Kogyo Kk | Protective material and manufacturing method therefor |
| JP2002303010A (en) * | 2001-04-09 | 2002-10-18 | Taisei:Kk | Non-planar buffer pad and method of manufacturing the same |
| JP4951375B2 (en) * | 2007-03-14 | 2012-06-13 | ダイセルノバフォーム株式会社 | Protective cover manufacturing method and protective cover |
| JP5156524B2 (en) * | 2008-07-29 | 2013-03-06 | 大成建設株式会社 | Sleeve sign |
| KR200468089Y1 (en) * | 2011-06-29 | 2013-07-26 | 주식회사코리아엠에프 | Safety covering for building protection |
| WO2015036803A1 (en) * | 2013-09-16 | 2015-03-19 | A-Fax Limited | Structure protector |
| JP6450270B2 (en) * | 2014-06-27 | 2019-01-09 | Dmノバフォーム株式会社 | Protective material made of foamed resin, manufacturing method thereof and protecting method |
| CN109322501B (en) * | 2018-11-14 | 2023-10-17 | 中建八局第一建设有限公司 | A kind of SMC orifice epoxy construction protection device |
| JP7645672B2 (en) * | 2020-04-03 | 2025-03-14 | Dmノバフォーム株式会社 | Protective materials and methods |
-
1998
- 1998-05-18 JP JP10134933A patent/JP2927414B2/en not_active Expired - Fee Related
- 1998-12-15 JP JP35633198A patent/JP3247658B2/en not_active Expired - Lifetime
- 1998-12-15 JP JP35633998A patent/JPH11236766A/en active Pending
Also Published As
| Publication number | Publication date |
|---|---|
| JP3247658B2 (en) | 2002-01-21 |
| JPH11236765A (en) | 1999-08-31 |
| JPH11152904A (en) | 1999-06-08 |
| JPH11236766A (en) | 1999-08-31 |
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