JPH0886127A - Method of laying shock absorbable fence for sports stadium, base ball ground or the like - Google Patents
Method of laying shock absorbable fence for sports stadium, base ball ground or the likeInfo
- Publication number
- JPH0886127A JPH0886127A JP22459994A JP22459994A JPH0886127A JP H0886127 A JPH0886127 A JP H0886127A JP 22459994 A JP22459994 A JP 22459994A JP 22459994 A JP22459994 A JP 22459994A JP H0886127 A JPH0886127 A JP H0886127A
- Authority
- JP
- Japan
- Prior art keywords
- fence
- spraying
- shock absorbing
- sprayed
- stadium
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims description 17
- 230000035939 shock Effects 0.000 title claims description 14
- 238000005507 spraying Methods 0.000 claims abstract description 42
- 239000000463 material Substances 0.000 claims abstract description 35
- 239000000203 mixture Substances 0.000 claims abstract description 17
- 239000011347 resin Substances 0.000 claims abstract description 4
- 229920005989 resin Polymers 0.000 claims abstract description 4
- 239000010410 layer Substances 0.000 claims description 17
- 239000006260 foam Substances 0.000 claims description 11
- 239000002344 surface layer Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 abstract description 23
- 239000000853 adhesive Substances 0.000 abstract description 6
- 230000001070 adhesive effect Effects 0.000 abstract description 6
- 229920003225 polyurethane elastomer Polymers 0.000 abstract description 3
- 239000011344 liquid material Substances 0.000 abstract 2
- 239000004848 polyfunctional curative Substances 0.000 abstract 1
- 238000000576 coating method Methods 0.000 description 21
- 239000007921 spray Substances 0.000 description 18
- 239000011550 stock solution Substances 0.000 description 16
- 239000011248 coating agent Substances 0.000 description 10
- 229920001971 elastomer Polymers 0.000 description 8
- 230000003068 static effect Effects 0.000 description 7
- 230000035699 permeability Effects 0.000 description 6
- 230000000704 physical effect Effects 0.000 description 6
- 239000000243 solution Substances 0.000 description 5
- UPMLOUAZCHDJJD-UHFFFAOYSA-N 4,4'-Diphenylmethane Diisocyanate Chemical compound C1=CC(N=C=O)=CC=C1CC1=CC=C(N=C=O)C=C1 UPMLOUAZCHDJJD-UHFFFAOYSA-N 0.000 description 3
- XEKOWRVHYACXOJ-UHFFFAOYSA-N Ethyl acetate Chemical compound CCOC(C)=O XEKOWRVHYACXOJ-UHFFFAOYSA-N 0.000 description 3
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 3
- 229920006311 Urethane elastomer Polymers 0.000 description 3
- 238000013329 compounding Methods 0.000 description 3
- 238000005187 foaming Methods 0.000 description 3
- 238000010998 test method Methods 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- BJQHLKABXJIVAM-UHFFFAOYSA-N bis(2-ethylhexyl) phthalate Chemical compound CCCCC(CC)COC(=O)C1=CC=CC=C1C(=O)OCC(CC)CCCC BJQHLKABXJIVAM-UHFFFAOYSA-N 0.000 description 2
- 238000007664 blowing Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 230000008961 swelling Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical class O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000005303 weighing Methods 0.000 description 2
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- MQIUGAXCHLFZKX-UHFFFAOYSA-N Di-n-octyl phthalate Natural products CCCCCCCCOC(=O)C1=CC=CC=C1C(=O)OCCCCCCCC MQIUGAXCHLFZKX-UHFFFAOYSA-N 0.000 description 1
- 230000000386 athletic effect Effects 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000006261 foam material Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000011346 highly viscous material Substances 0.000 description 1
- 239000003595 mist Substances 0.000 description 1
- 239000012188 paraffin wax Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 239000011359 shock absorbing material Substances 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
Landscapes
- Building Environments (AREA)
- Fencing (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
- Laminated Bodies (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、競技場,野球場等の
衝撃緩衝フエンスの施工方法に係わり、更に詳しくは施
工作業性及び外観を良好にすることが出来ると共に、耐
衝撃性を向上させることが出来る衝撃緩衝フエンスの施
工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 method for constructing a shock absorbing fence in a stadium, a baseball field, etc., and more specifically, it can improve construction workability and appearance and improve shock resistance. The present invention relates to a method of constructing a shock absorbing fence that can be used.
【0002】[0002]
【従来の技術】近年、野球場,陸上競技場,その他の競
技場及び屋内の体育館のセフテーフェンスは、競技者が
フェンスに激突した際に、怪我等をしないように緩衝機
能を持たせたものが提案されている。例えば、特開平4
−222781号公報,特開平3−212540号公報
及び添付図面の図2,図3に示すようにコンクリート等
から成るフェンス1の壁面1aに、発泡材やスポンジゴ
ム等から成るクッション材2を貼付け、そしてこのクッ
ション材2を覆うように補強層入りの厚さ3mm程度のゴ
ムシートから成るカバーシート3を取付けて、その上下
端末部を、押さえ板やボルト等の締結部材4によりフェ
ンス1の壁面1aや上壁面1bに固定した構造になって
いる。2. Description of the Related Art In recent years, safety fences of baseball fields, athletic fields, other stadiums, and indoor gymnasiums have a cushioning function so as not to be injured when a competitor collides with the fence. Things have been proposed. For example, JP-A-4
As shown in FIGS. 2-22781, JP-A-3-212540 and FIGS. 2 and 3 of the accompanying drawings, a cushion material 2 made of foam material or sponge rubber is attached to a wall surface 1a of a fence 1 made of concrete or the like, Then, a cover sheet 3 made of a rubber sheet with a reinforcing layer and having a thickness of about 3 mm is attached so as to cover the cushion material 2, and the upper and lower end portions thereof are attached to the wall surface 1a of the fence 1 by fastening members 4 such as pressing plates and bolts. The structure is fixed to the upper wall surface 1b.
【0003】然しながら、上記のような従来の緩衝材の
取付け作業は、カバーシート3を粘着材等を介してクッ
ション材2の側面に接着させて支持させ、カバーシート
3の上下端末部を締結部材4によってフェンス1の壁面
1aに固定させていたため、カバーシート3の支持や端
末部の固定作業に多くの労力と時間を要し、また一定の
幅のカバーシート3を用いるため、カバーシート3の継
ぎ目が発生して外観を損なうばかりか、フェンス1の高
さが高くなって、長期間に渡って使用していると、カバ
ーシート3の自重によってカバーシート3の弛みが発生
し、衝撃緩衝性能を損なうと言う問題があった。However, in the conventional work of attaching the cushioning material as described above, the cover sheet 3 is adhered to and supported by the side surface of the cushion material 2 via an adhesive material or the like, and the upper and lower end portions of the cover sheet 3 are fastened. Since it was fixed to the wall surface 1a of the fence 1 by means of 4, it requires a lot of labor and time for supporting the cover sheet 3 and fixing the terminal portion, and since the cover sheet 3 having a constant width is used, Not only does the appearance of seams impair the appearance, but the height of the fence 1 becomes high, and if the fence 1 is used for a long period of time, the cover sheet 3 loosens due to its own weight, and the shock absorbing performance is reduced. There was a problem of damaging.
【0004】そこで、カバーシート3を施工する際の不
具合や、外観ならびに衝撃緩衝性能を改善するために、
カバーシート3の代わりにクッション材2の表面に吹き
付け装置等を用いてウレタンエラストマーの原液を吹き
付けて硬化させる競技場等における壁面の衝撃吸収材の
取付け方法が提案されている(特開平4-79969 号公報)
。Therefore, in order to improve the appearance of the cover sheet 3 and the impact and shock absorbing performance,
Instead of the cover sheet 3, there has been proposed a method of attaching a shock absorbing material on a wall surface in a stadium or the like, in which a raw material solution of urethane elastomer is sprayed on the surface of the cushion material 2 using a spraying device or the like (Japanese Patent Laid-Open No. 4-79969). Issue)
.
【0005】またこの他に発泡成形物の表面を補強する
ために、発泡合成樹脂成形物の外面に、常温硬化型高反
応ポリウレタン原液を高圧吹付装置を用いて、30〜2
10Kg /cm2 吐出圧で吹き付ける方法も提案されている
(特開平3-67107 号公報) 。In addition to the above, in order to reinforce the surface of the foamed molded product, a room temperature curable high-reaction polyurethane stock solution is applied to the outer surface of the foamed synthetic resin molded product by a high pressure spraying device for 30 to 2
A method of spraying at a discharge pressure of 10 kg / cm 2 has also been proposed (JP-A-3-67107).
【0006】[0006]
【発明が解決しようとする問題点】ところで、競技場等
のフエンスのような略垂直な壁面に取付けられたクッシ
ョン材に対してウレタンエラストマーの原液を吹き付け
施工する場合に問題となるのは、一定の肉厚となるよう
に所定の吐出圧で吹き付け、かつ吹き付けた原液が硬化
前に垂れない程度の粘度を有することが必要である。[Problems to be Solved by the Invention] By the way, when spraying a stock solution of urethane elastomer onto a cushion material attached to a substantially vertical wall surface such as a fence in a stadium or the like, there is a constant problem. It is necessary to spray at a predetermined discharge pressure so as to have a wall thickness, and to have a viscosity such that the sprayed stock solution does not drip before curing.
【0007】然しながら、従来の吹き付け方法に用いら
れる吹き付け装置は、ノズルの先端において主剤と硬化
剤を衝突させて混合させる所謂、衝突混合方式の吹き付
け装置を用いており、大面積でも十分に吹き付けが出
来、また細かいミストでの吹き付けが可能であり、物性
及び仕上がりが良好であると言う利点がある反面、吹き
付け時の原液の飛散が大きく、低粘度の原液を用いて高
吐出圧で吹き付ける等の条件が必要であった。However, the spraying device used in the conventional spraying method uses a so-called collision-mixing spraying device in which the main agent and the curing agent are collided and mixed at the tip of the nozzle, so that the spraying is sufficient even in a large area. Although it is possible to spray with a fine mist, and has the advantage that the physical properties and finish are good, on the other hand, the stock solution is largely scattered at the time of spraying, and it is possible to spray with a low viscosity stock solution at a high discharge pressure. Conditions were needed.
【0008】このため、上記のような従来の吹き付け装
置を用いて略垂直な壁面に取付けられたクッション材に
対してウレタンエラストマーの原液を吹き付け施工する
と、吹き付けた原液が低粘度であるため、硬化前に垂れ
たて所定の肉付けに施工することが難しく、外観を損な
う上に、吹き付け時の原液の飛散が大きく、原液の無駄
が多くなると言う問題があった。Therefore, when the urethane elastomer stock solution is sprayed on the cushion material attached to the substantially vertical wall surface by using the conventional spraying apparatus as described above, the sprayed stock solution has a low viscosity. There is a problem that it is difficult to apply a predetermined amount of flesh to the front and spoil the appearance, and in addition, the stock solution is largely scattered at the time of spraying and the stock solution is wasted.
【0009】この発明は、かかる従来の課題に着目して
案出されたもので、コンクリート壁の表面上に取付けた
発泡体製緩衝材層に、主剤と硬化剤を吹き付け手段のノ
ズル部において混合させた状態の高粘度混合物を低圧状
態で吹き付けて表層を形成するので、吹き付けた原液が
硬化前に垂れずに、所定の肉付けに施工することができ
ると共に、施工した外観を良好にすることが出来、更に
吹き付け時の原液の飛散がなく、原液の無駄を防止する
ことが出来る競技場,野球場等の衝撃緩衝フエンスの施
工方法を提供することを目的とするものである。The present invention was devised in view of the above-mentioned conventional problems, in which a base material and a curing agent are mixed in a foam cushioning material layer attached on the surface of a concrete wall in a nozzle portion of a spraying means. Since the surface layer is formed by spraying the high-viscosity mixture in the state of low pressure, the sprayed stock solution does not drip before curing, and it can be applied to a predetermined flesh and the appearance can be improved. It is an object of the present invention to provide a method for constructing a shock absorbing fence at a stadium, a baseball field, etc., which can be done and does not scatter the undiluted solution at the time of spraying and can prevent waste of the undiluted solution.
【0010】[0010]
【課題を解決するための手段】この発明は上記目的を達
成するため、コンクリート壁の表面上に、発泡体製緩衝
材層を取付けた後、吹き付け手段により主剤と硬化剤と
を混合させた高粘度混合物を低圧状態で吹き付けて表層
を形成することを要旨とするものである。また、上記高
粘度混合物は、速硬化性樹脂からなり、吹き付け手段に
よる吐出圧は、5Kgf/cm2〜7Kgf/cm2である。In order to achieve the above-mentioned object, the present invention has a foaming buffer material layer mounted on the surface of a concrete wall, and then mixed with a main agent and a hardening agent by a spraying means. The gist is to spray the viscous mixture at a low pressure to form the surface layer. The high-viscosity mixture is made of a quick-curing resin, and the discharge pressure of the spraying means is 5 Kgf / cm 2 to 7 Kgf / cm 2 .
【0011】[0011]
【発明の作用】この発明は上記のように構成され、コン
クリート壁の表面上に、発泡体製緩衝材層を取付けた
後、この発泡体製緩衝材層の表面に、予め吹きノズル部
内において主剤と硬化剤とを混合させた高粘度混合物を
形成しておき、この高粘度混合物を所謂、スタティック
混合形式の吹き付け手段により低圧状態で吹き付けて表
層を形成することにより、吹き付けた原液が硬化前に垂
れると言うことがなく、所定の肉付けに施工することが
できると共に、塗膜物性も良好となり、施工した外観を
良好にすることが出来、更に吹き付け時の原液の飛散が
なく、原液の無駄を防止することが出来るものである。The present invention is configured as described above, and after the foam cushioning material layer is attached on the surface of the concrete wall, the main agent is preliminarily set on the surface of the foam cushioning material layer in the blowing nozzle portion. And a curing agent are mixed to form a high-viscosity mixture, and the high-viscosity mixture is sprayed at a low pressure by a so-called static mixing type spraying device to form a surface layer, so that the sprayed stock solution is cured before curing. It can be applied to a predetermined thickness without sagging, the physical properties of the coating can be improved, the appearance of the applied product can be improved, and there is no dispersion of the stock solution at the time of spraying. It can be prevented.
【0012】上記、スタティック混合形式の吹き付け手
段としては、例えば、超高速硬化ウレタン吹付工法に用
いられる公知のジェット・スプレーマシーン装置(ドイ
ツ方式コンピュータ制御装置付きマシーン)を使用する
もので、このジェット・スプレーマシーン装置は、超高
速硬化型のポリウレタンエラストマーを用いた完全密着
コーティング吹付けシステムで、コンピュータ制御操作
により、吐出量,吐出圧,配合比等を調整することによ
って、膜厚を最低約2mmから任意に選択して吹き付け施
工することが出来るものである。As the static mixing type spraying means, for example, a well-known jet spray machine device (machine with a German type computer control device) used in a super high speed curing urethane spraying method is used. The spray machine is a complete adhesion coating spray system using ultra-fast curing type polyurethane elastomer. By controlling the discharge amount, discharge pressure, compounding ratio, etc. by computer control, the film thickness from at least about 2 mm It can be arbitrarily selected and sprayed.
【0013】また、このジェット・スプレーマシーン装
置の特徴の一つとして、専用ジェットスプレーマシンの
吹き付け施工のため、塗膜に適度な蒸気拡散性が生ま
れ、コンクリート中の蒸気圧による塗膜の膨れがなく、
呼吸性があり完全密着施工が可能となるものである。Further, as one of the features of this jet spray machine apparatus, due to the spraying work of a dedicated jet spray machine, a suitable vapor diffusivity is produced in the coating film, and the swelling of the coating film due to the vapor pressure in concrete occurs. Without
It is breathable and enables complete close contact construction.
【0014】[0014]
【発明の実施例】以下、添付図面に基づき、この発明の
実施例を説明する。なお、従来例と同一構成要素は、同
一符号を付して説明は省略する。図1は、この発明にか
かる衝撃緩衝フエンスの施工方法を実施するための概略
構成図を示し、1はコンクリート等から成るフェンス、
2はフェンス1の壁面1aに接着剤5を介して取付けら
れた発泡材やスポンジゴム等から成る発泡体製緩衝材
層、6は発泡体製緩衝材層2の表面に、吹き付け手段7
を介して主剤と硬化剤とを混合させた高粘度混合物から
成る表層を示している。Embodiments of the present invention will be described below with reference to the accompanying drawings. The same components as those in the conventional example are designated by the same reference numerals and the description thereof will be omitted. FIG. 1 is a schematic configuration diagram for carrying out a method of constructing a shock absorbing fence according to the present invention, in which 1 is a fence made of concrete or the like,
Reference numeral 2 denotes a foam cushioning material layer made of foaming material, sponge rubber, or the like attached to the wall surface 1a of the fence 1 with an adhesive 5, and 6 denotes a spraying means 7 on the surface of the foaming cushioning material layer 2.
1 shows a surface layer made of a high-viscosity mixture in which a main agent and a curing agent are mixed via a resin.
【0015】この発明の実施例では、前記吹き付け手段
7として、略垂直な壁面に取付けられた発泡体製緩衝材
層2に対して高粘度混合物を吹き付け施工する際に必要
な条件である、一定の肉厚となるように所定の吐出圧で
吹き付け、かつ吹き付けた高粘度混合物が硬化前に垂れ
ない程度の粘度を有する材料を使用することが可能なス
タティック混合方式の吹き付け装置を用いている。In the embodiment of the present invention, as the spraying means 7, a constant condition, which is a necessary condition for spraying a high-viscosity mixture onto the foam cushioning material layer 2 attached to a substantially vertical wall surface, is fixed. A static mixing type spraying device is used which is sprayed at a predetermined discharge pressure so as to have a wall thickness of 2, and which can use a material having such a viscosity that the sprayed high-viscosity mixture does not drip before curing.
【0016】即ち、スタティック混合方式の吹き付け装
置としては、例えば、超高速硬化ウレタン吹付工法に用
いられる公知のジェット・スプレーマシーン装置を使用
するもので、このジェット・スプレーマシーン装置は、
超高速硬化型のポリウレタンエラストマーを用いた完全
密着コーティング吹付けシステムで、コンピュータ制御
操作により、吐出量,吐出圧,配合比等を調整すること
によって、膜厚を最低約2mmから任意に選択して吹き付
け施工することが出来るものである。That is, as the static mixing type spraying device, for example, a well-known jet spray machine device used in the ultra-high speed curing urethane spraying method is used.
It is a perfect adhesion coating spray system using ultra-fast curing type polyurethane elastomer. By controlling the discharge amount, discharge pressure, compounding ratio, etc. by computer control, the film thickness can be arbitrarily selected from at least about 2 mm. It can be sprayed.
【0017】このようなスタティック混合方式の吹き付
け手段7を用いて、主剤と硬化剤とを混合させた高粘度
混合物を吹き付け施工する場合は、前記コンクリート等
から成るフェンス1の壁面1aに発泡体製緩衝材層2を
取付けた後、この発泡体製緩衝材層2の表面に、予め吹
きノズル部内において混合させた高粘度混合物を低圧状
態で吹き付けて表層5を形成することにより、吹き付け
た高粘度混合物の原液が硬化前に垂れると言うことがな
く、所定の肉付けに施工することができると共に、塗膜
物性も良好となり、施工した外観を良好にすることが出
来、更に吹き付け時の原液の飛散がなく、原液の無駄を
防止することが出来るものである。When spraying a high-viscosity mixture obtained by mixing the main component and the curing agent using the static mixing type spraying means 7 as described above, the wall surface 1a of the fence 1 made of concrete or the like is made of foam. After the cushioning material layer 2 is attached, the surface of the foam cushioning material layer 2 is sprayed at a low pressure with a high-viscosity mixture that has been mixed in the blowing nozzle portion in advance to form the surface layer 5. There is no need to say that the undiluted solution of the mixture drips before curing, it can be applied to the prescribed flesh, the physical properties of the coating film are also good, the appearance that was applied can be improved, and the undiluted solution when sprayed Therefore, it is possible to prevent waste of the stock solution.
【0018】次に、この実施例で用いるスタティック混
合方式の吹き付け装置、即ち、ジェット・スプレーマシ
ーン装置で施工した場合と、従来の高圧吹き付け装置と
して用いられていた米国のガスマー社製のスプレー機を
用いて施工した場合の試験条件,試験方法,比較例,そ
の試験結果を以下に説明する。なお、ジェット・スプレ
ーマシーン装置と、米国のガスマー社製のスプレー機と
の相違としては、ジェット・スプレーマシーン装置は、
主剤と硬化剤とを混合し、ノズル内において混合させ、
ギャポンプを使用してギャの回転速度を変えることによ
り配合比を変えて圧送し、噴射させるものである。従っ
て、高粘度の材料でも圧送でき、スタティック混合方式
のエアースプレーであることから、多少の粘度が高い材
料でも吹き付けが可能となる。Next, the static mixing type spraying device used in this embodiment, that is, the case where the spraying machine was used for the construction, and the sprayer manufactured by Gasmer Co., USA, which was used as the conventional high pressure spraying device, were used. The test conditions, test methods, comparative examples, and the test results when used for construction will be described below. In addition, as a difference between the jet spray machine device and the spray machine made by Gasmer of the United States, the jet spray machine device is
The main agent and the curing agent are mixed and mixed in the nozzle,
By changing the rotation speed of the gear using a gear pump, the compounding ratio is changed, and the mixture is pumped and ejected. Therefore, even a highly viscous material can be pressure-fed, and since it is an air spray of the static mixing system, even a material having a slightly high viscosity can be sprayed.
【0019】これに対して、米国のガスマー社製のスプ
レー機は、シリンダーポンプを使用して材料を圧送する
もので、定常的に主剤と硬化剤を同一量送り出すのが難
しくノズルから噴出させた時に主剤と硬化剤とを衝突さ
せて混合させる方式であり、吐出圧は高くなる。従っ
て、ジェット・スプレーマシーン装置では、定常的に主
剤と硬化剤を同一量送り出すことが出来、主剤と硬化剤
の混合比率を容易に変化させて圧送出来ることから、塗
膜物性に影響を与えるのが少なくなる。(1)試験条件 .試供材 全天候型スポーツグラウンド舗装材, 商品名 :「横浜ゴム株式会社製のサーファムU-3000」
を使用する。On the other hand, a sprayer manufactured by Gasmer Co., Ltd. in the United States uses a cylinder pump to pressure-feed the material, and it is difficult to constantly feed the same amount of the main agent and the curing agent, and the gas is ejected from the nozzle. This is a method in which the base material and the curing agent are sometimes collided and mixed, and the discharge pressure is increased. Therefore, in the jet spray machine, the same amount of the main agent and the curing agent can be constantly sent out, and the mixing ratio of the main agent and the curing agent can be easily changed and pressure-fed, which affects the physical properties of the coating film. Is less. (1) Test conditions . Trial material All-weather sports ground pavement material, Product name: "Yokohama Rubber Co., Ltd. Surfam U-3000"
To use.
【0020】 A成分 : ジフェニルメタンジイソシアネート(MDI)系 (主 剤) プレポリマー 80% ジオクチルフタレート(DOD) 20% NCO%=12% トナー(黄色酸化鉄 他) 4% OH値=155mgKOH/g A/B=1/1 .塗布方法〈塗布法I〉従来の方法 スプレー機 :H-2000(ガスマー社) スプレーガン:プロブラー(グラスクラフト社) 吐 出 圧 :80kgf/cm2 A成分,B成分とも60℃まで加温してから使用した。Component A: diphenylmethane diisocyanate (MDI) type (main agent) prepolymer 80% dioctyl phthalate (DOD) 20% NCO% = 12% Toner (yellow iron oxide, etc.) 4% OH value = 155 mg KOH / g A / B = 1/1. Coating method <coating method I> conventional methods sprayer: H-2000 (Gasuma Co.) Spray gun: Purobura (Glass Kraft) ejection out pressure: 80 kgf / cm 2 A component, B component also warmed up 60 ° C. Used from.
【0021】〈塗布法II〉本願発明の方法 スプレー機 :G-41/2D(ユニプレ社) スプレーガン:GSP20 吐 出 圧 :5kgf/cm2 A成分,B成分とも40℃まで加温してから使用した。(2)試験方法及び結果 (a). 透湿性 JIS Z 0208に準拠 試供材「サーファムU-3000」を塗布方法I ,IIで塗布
し、膜厚2mmの試験体を作製した。 <Coating method II> Method of the present invention Sprayer: G-41 / 2D (Unipre Co.) Spray gun: GSP20 Discharge pressure: 5 kgf / cm 2 After heating both A and B components to 40 ° C. used. (2) Test Method and Results (a). Moisture Permeability According to JIS Z 0208 The test material "Surfam U-3000" was applied by Application Methods I and II to prepare a test piece having a film thickness of 2 mm.
【0022】ガラス容器(200×100×200mm)中に無水塩
化カルシウム 500gを入れ、試験体を容器上にセット
し、そのまわりをガムテープ及びパラフィンでシールし
た。この容器を25℃,90%RHの恒温室に入れ、ガラス容
器の重量変化を測定し、下式により透湿度、透湿係数を
求めた。 透湿度(g/m2・24h) =(240・m)/(t・s) ここで s:透湿面積(cm2) t:試験を行なった最後の二つのひょう量間隔の時間の
合計(h) m:試験を行なった最後の二つのひょう量間隔の増加質
量の合計(mg) 25℃の飽和水蒸気圧:23.758mmHg 水蒸気圧差:23.758(0.9−0)=21.3822mmHg (透湿性の試験結果)500 g of anhydrous calcium chloride was placed in a glass container (200 × 100 × 200 mm), the test body was set on the container, and the periphery thereof was sealed with gum tape and paraffin. This container was put in a thermostatic chamber at 25 ° C and 90% RH, the weight change of the glass container was measured, and the moisture permeability and the moisture permeability coefficient were determined by the following formulas. Moisture vapor transmission rate (g / m 2 · 24h) = (240 · m) / (t · s) where s: moisture vapor transmission area (cm 2 ) t: total time of the last two weighing intervals at which the test was conducted (H) m: sum of increased masses in the last two weighing intervals tested (mg) Saturated water vapor pressure at 25 ℃: 23.758mmHg Water vapor pressure difference: 23.758 (0.9-0) = 21.3822mmHg (test result of moisture permeability)
【0023】 以上の結果から明らかなように、従来の塗布方法Iの透
湿性に比べて、本願発明における塗布方法IIの場合に
は、約2倍以上の透湿性が良くなり、表層の耐久性が向
上すると共に、膨れ等の不具合を解消出来ることが判っ
た。 (b). 接着性 1) JIS 歩行板にウレタンプライマ−(MDI系プレポ
リマ−/酢酸エチル=40/60) を刷毛で200g/m2 塗布
した。[0023] As is clear from the above results, in the case of the coating method II of the present invention, the moisture permeability is about twice or more better than that of the conventional coating method I, and the durability of the surface layer is improved. At the same time, it was found that problems such as swelling could be eliminated. (B). Adhesiveness 1) A JIS walking board was coated with 200 g / m 2 of urethane primer (MDI prepolymer / ethyl acetate = 40/60) with a brush.
【0024】2)6時間及び24時間後に「サーファムU
-3000」を、上記の塗布方法I ,IIで膜厚が2mmになる
ように塗布した。 3)1週間養生後、建研式引張試験機で接着強度を測定
した。 (接着性の試験結果)2) After 6 hours and 24 hours, "Surfam U
-3000 "was applied by the above coating methods I and II so that the film thickness was 2 mm. 3) After curing for 1 week, the adhesive strength was measured with a Kenken tensile tester. (Adhesion test results)
【0025】 上記の試験結果から明らかなように、従来の塗布方法I
の接着強度に比べて、本願発明における塗布方法IIにお
ける接着強度が高いことが判った。 (c).目埋め性 1) 下記配合でゴムチップ層を作成した。[0025] As is clear from the above test results, the conventional coating method I
It was found that the adhesive strength in the coating method II of the present invention is higher than that of No. (C). Fillability 1) A rubber chip layer was prepared with the following composition.
【0026】 2) 室温で1週間養生後、「サーファムU-3000」を塗
布方法I ,IIでゴムチップ層が目埋めするまで塗布す
る。 3)塗布量を測定する。 (目埋め性の試験結果)[0026] 2) After curing for 1 week at room temperature, apply "Surfam U-3000" by applying methods I and II until the rubber chip layer is filled. 3) Measure the applied amount. (Test results for fillability)
【0027】 [0027]
【0028】上記の試験結果から明らかなように、従来
の塗布方法I の目埋め性に比べて、本願発明における塗
布方法IIにおける目埋め性の方が、同じ厚さに形成する
場合には、塗布量が少なくてすみ、塗布作業が容易であ
る上、材料を節約することが出来るものである。 (d).硬化物性の比較。As is clear from the above test results, when the coating method II of the present invention is formed to have the same thickness as compared with the conventional coating method I, The coating amount is small, the coating work is easy, and the material can be saved. (D). Comparison of cured physical properties.
【0029】「サーファムU-3000」を塗布方法I ,II
で塗布し、25℃で1週間養生したものを試験体として、
その密度,硬度,モジュラス,引張強度,伸び率,引裂
強度について比較した。なお、試験方法は、JIS K
6350と、JIS K 6301に基づいて行っ
た。Applying "Surfam U-3000" I, II
The sample that was cured at 25 ° C for 1 week was applied as
The density, hardness, modulus, tensile strength, elongation and tear strength were compared. The test method is JIS K
6350 and JIS K 6301.
【0030】 以上のように、本願発明の吹き付け手段と、従来の吹き
付け手段とを用いて緩衝フェンスを施工し、その時の透
湿性,接着性,目埋め性,硬化物性を比較すると、いず
れも、従来の塗布方法に比べて、この発明の塗布方法が
優れており、緩衝フェンスの施工に適していることが判
った。[0030] As described above, when the buffer fence is constructed by using the spraying means of the present invention and the conventional spraying means, and the moisture permeability at that time, the adhesiveness, the plugging property, and the cured physical properties are compared, it can be seen that the conventional coating is applied. It was found that the coating method of the present invention was superior to the method and was suitable for construction of a buffer fence.
【0031】[0031]
【発明の効果】この発明は、上記のようにコンクリート
壁の表面上に、発泡体製緩衝材層を取付けた後、吹き付
け手段により主剤と硬化剤とを混合させた高粘度混合物
を低圧状態で吹き付けて表層を形成するので、吹き付け
た原液が硬化前に垂れずに、所定の肉付けに容易に施工
することができると共に、施工した外観を良好にするこ
とが出来、更に吹き付け時の原液の飛散がなく、原液の
無駄を防止することが出来る効果がある。As described above, according to the present invention, a foamed cushioning material layer is attached on the surface of a concrete wall as described above, and then a high-viscosity mixture obtained by mixing a main agent and a curing agent by spraying means is applied under low pressure. Since the surface layer is formed by spraying, the sprayed stock solution does not sag before curing, and it can be easily applied to the desired flesh and the appearance can be improved, and the stock solution is sprayed during spraying. There is no effect, and there is an effect that the waste of the stock solution can be prevented.
【図1】この発明にかかる衝撃緩衝フエンスの施工方法
を実施するための概略構成図である。FIG. 1 is a schematic configuration diagram for carrying out a method of constructing a shock absorbing fence according to the present invention.
【図2】従来の衝撃緩衝フエンスの断面図である。FIG. 2 is a cross-sectional view of a conventional shock absorbing fence.
【図3】従来の他の衝撃緩衝フエンスの断面図である。FIG. 3 is a cross-sectional view of another conventional shock-absorbing fence.
1 フェンス 1a フェンスの
壁面 2 発泡体製緩衝材層 5 接着剤 6 表層 7 吹き付け手
段1 Fence 1a Fence wall surface 2 Foam cushioning layer 5 Adhesive 6 Surface layer 7 Spraying means
フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 B32B 13/12 25/04 E04B 1/98 W (72)発明者 国生 正人 神奈川県平塚市追分2番1号 横浜ゴム株 式会社平塚製造所内 (72)発明者 高橋 敏之 東京都港区海岸1丁目9番15号 ヨコハマ ゴム工業品東京販売株式会社内 (72)発明者 橋本 信之 東京都杉並区方南1−47−9Continuation of front page (51) Int.Cl. 6 Identification number Office reference number FI Technical display location B32B 13/12 25/04 E04B 1/98 W (72) Inventor Masato Kokusei No. 2 Oiwake, Hiratsuka City, Kanagawa Prefecture Yokohama Rubber Co., Ltd. Hiratsuka Plant (72) Inventor Toshiyuki Takahashi 1-9-15 Kaigan, Minato-ku, Tokyo Yokohama Rubber Industrial Products Tokyo Sales Co., Ltd. (72) Inventor Nobuyuki Hashimoto Honan, Suginami-ku, Tokyo 1- 47-9
Claims (3)
衝材層を取付け、この発泡体製緩衝材層の表面上を覆っ
て表層を設けた競技場,野球場等の衝撃緩衝フエンスの
施工方法において、前記コンクリート壁の表面上に、発
泡体製緩衝材層を取付けた後、吹き付け手段により主剤
と硬化剤とを混合させた高粘度混合物を低圧状態で吹き
付けて表層を形成することを特徴とする競技場,野球場
等の衝撃緩衝フエンスの施工方法。1. Construction of a shock absorbing fence at a stadium, a baseball field, etc., in which a foam cushioning material layer is attached on the surface of a concrete wall, and a surface layer is provided so as to cover the surface of the foam cushioning material layer. In the method, after a foam cushioning material layer is attached on the surface of the concrete wall, a high-viscosity mixture obtained by mixing a main agent and a curing agent by a spraying means is sprayed at a low pressure to form a surface layer. How to build shock absorbing fences for stadiums, baseball fields, etc.
なる請求項1に記載の競技場,野球場等の衝撃緩衝フエ
ンスの施工方法。2. The method for constructing a shock absorbing fence in a stadium, a baseball field, etc. according to claim 1, wherein the high-viscosity mixture is made of a quick-curing resin.
f/cm2〜7Kgf/cm2である請求項1または請求項2に記載
の競技場,野球場等の衝撃緩衝フエンスの施工方法。3. The discharge pressure by the spraying means is 5 kg.
The method for constructing a shock absorbing fence at a stadium, a baseball field or the like according to claim 1 or 2 , wherein the method is f / cm 2 to 7 kgf / cm 2 .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22459994A JP3439841B2 (en) | 1994-09-20 | 1994-09-20 | Construction method of shock absorbing fuence for stadiums, baseball fields, etc. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22459994A JP3439841B2 (en) | 1994-09-20 | 1994-09-20 | Construction method of shock absorbing fuence for stadiums, baseball fields, etc. |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0886127A true JPH0886127A (en) | 1996-04-02 |
JP3439841B2 JP3439841B2 (en) | 2003-08-25 |
Family
ID=16816255
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Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22459994A Expired - Fee Related JP3439841B2 (en) | 1994-09-20 | 1994-09-20 | Construction method of shock absorbing fuence for stadiums, baseball fields, etc. |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009299389A (en) * | 2008-06-16 | 2009-12-24 | Yokohama Rubber Co Ltd:The | Pneumatic fender |
JP2010138650A (en) * | 2008-12-12 | 2010-06-24 | Hanshin Expressway Engineering Co Ltd | Method of protecting surface of bridge |
JP2014158550A (en) * | 2013-02-19 | 2014-09-04 | Hidemi Ino | Impact absorbing protection pad |
JP2015055616A (en) * | 2013-09-13 | 2015-03-23 | 株式会社日立パワーソリューションズ | Shield body construction method and construction device therefor, and construction robot |
CN108698712A (en) * | 2017-06-22 | 2018-10-23 | 深圳市大疆创新科技有限公司 | Manufacturing method, expanded material element and the fixed-wing unmanned plane of expanded material element |
CN109252735A (en) * | 2018-11-08 | 2019-01-22 | 四川大学 | A kind of municipal administration overhead construction protective fence and its installation apparatus |
KR102245975B1 (en) * | 2021-01-13 | 2021-04-29 | 신미옥 | Fence for sports facilities and manufacturing method of the same |
-
1994
- 1994-09-20 JP JP22459994A patent/JP3439841B2/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009299389A (en) * | 2008-06-16 | 2009-12-24 | Yokohama Rubber Co Ltd:The | Pneumatic fender |
JP4692583B2 (en) * | 2008-06-16 | 2011-06-01 | 横浜ゴム株式会社 | Pneumatic fender |
JP2010138650A (en) * | 2008-12-12 | 2010-06-24 | Hanshin Expressway Engineering Co Ltd | Method of protecting surface of bridge |
JP2014158550A (en) * | 2013-02-19 | 2014-09-04 | Hidemi Ino | Impact absorbing protection pad |
JP2015055616A (en) * | 2013-09-13 | 2015-03-23 | 株式会社日立パワーソリューションズ | Shield body construction method and construction device therefor, and construction robot |
CN108698712A (en) * | 2017-06-22 | 2018-10-23 | 深圳市大疆创新科技有限公司 | Manufacturing method, expanded material element and the fixed-wing unmanned plane of expanded material element |
CN109252735A (en) * | 2018-11-08 | 2019-01-22 | 四川大学 | A kind of municipal administration overhead construction protective fence and its installation apparatus |
KR102245975B1 (en) * | 2021-01-13 | 2021-04-29 | 신미옥 | Fence for sports facilities and manufacturing method of the same |
Also Published As
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