JPH047407A - Manufacture of foamed body at job site - Google Patents
Manufacture of foamed body at job siteInfo
- Publication number
- JPH047407A JPH047407A JP10829090A JP10829090A JPH047407A JP H047407 A JPH047407 A JP H047407A JP 10829090 A JP10829090 A JP 10829090A JP 10829090 A JP10829090 A JP 10829090A JP H047407 A JPH047407 A JP H047407A
- Authority
- JP
- Japan
- Prior art keywords
- space
- particles
- foamed body
- steam
- soil
- 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.)
- Pending
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 6
- 239000004576 sand Substances 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims abstract description 9
- 238000010438 heat treatment Methods 0.000 claims abstract description 3
- 239000002245 particle Substances 0.000 claims description 46
- 239000006260 foam Substances 0.000 claims description 15
- 238000010276 construction Methods 0.000 claims description 14
- 229920005992 thermoplastic resin Polymers 0.000 claims description 12
- 238000009412 basement excavation Methods 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 239000002689 soil Substances 0.000 abstract description 19
- 238000005187 foaming Methods 0.000 abstract description 8
- 239000010426 asphalt Substances 0.000 abstract description 4
- 239000000088 plastic resin Substances 0.000 abstract 1
- 238000010097 foam moulding Methods 0.000 description 7
- -1 polyethylene Polymers 0.000 description 7
- 229920005989 resin Polymers 0.000 description 6
- 239000011347 resin Substances 0.000 description 6
- 239000004794 expanded polystyrene Substances 0.000 description 5
- 239000004743 Polypropylene Substances 0.000 description 4
- 238000000465 moulding Methods 0.000 description 4
- 229920001155 polypropylene Polymers 0.000 description 4
- 239000004698 Polyethylene Substances 0.000 description 3
- 230000004927 fusion Effects 0.000 description 3
- 239000008188 pellet Substances 0.000 description 3
- 239000011120 plywood Substances 0.000 description 3
- 229920000573 polyethylene Polymers 0.000 description 3
- 239000002994 raw material Substances 0.000 description 3
- 235000019738 Limestone Nutrition 0.000 description 2
- IMNFDUFMRHMDMM-UHFFFAOYSA-N N-Heptane Chemical compound CCCCCCC IMNFDUFMRHMDMM-UHFFFAOYSA-N 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 2
- 229920006328 Styrofoam Polymers 0.000 description 2
- 239000011324 bead Substances 0.000 description 2
- 239000001273 butane Substances 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012407 engineering method Methods 0.000 description 2
- 229920006248 expandable polystyrene Polymers 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 239000006028 limestone Substances 0.000 description 2
- IJDNQMDRQITEOD-UHFFFAOYSA-N n-butane Chemical compound CCCC IJDNQMDRQITEOD-UHFFFAOYSA-N 0.000 description 2
- OFBQJSOFQDEBGM-UHFFFAOYSA-N n-pentane Natural products CCCCC OFBQJSOFQDEBGM-UHFFFAOYSA-N 0.000 description 2
- 230000008520 organization Effects 0.000 description 2
- 229920002223 polystyrene Polymers 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000008261 styrofoam Substances 0.000 description 2
- 238000005303 weighing Methods 0.000 description 2
- 239000002759 woven fabric Substances 0.000 description 2
- 239000004604 Blowing Agent Substances 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 239000004677 Nylon Substances 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 229920000122 acrylonitrile butadiene styrene Polymers 0.000 description 1
- 239000004676 acrylonitrile butadiene styrene Substances 0.000 description 1
- 210000000436 anus Anatomy 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 229920005669 high impact polystyrene Polymers 0.000 description 1
- 239000004797 high-impact polystyrene Substances 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920005990 polystyrene resin Polymers 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical compound O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Foundations (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、軟弱地盤や地下構築物のある地盤上に、道路
、ビル、橋梁等を設ける際に、地盤に埋め立てられて使
用される発泡成形体を施工現場で製造する方法に関する
。[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to foam molding that is used by filling in the ground when constructing roads, buildings, bridges, etc. on soft ground or on ground where underground structures are located. The present invention relates to a method for manufacturing a body at a construction site.
従来、軟弱地盤を補強するには第5図(イ)示のように
その軟弱な基板土壌1上に密度が0.02g /cm”
〜0.05 g /c+n3の発泡ポリスチレンより
なるブロック2,2・・・・・・を第5図(ロ)示のよ
うに積み上げ、その上に被覆土壌3を設けてその上にコ
ンクリート或いはアスファルトの舗装層4を設けていた
。第一図(ハ)は橋脚5の隣接位置に施工した場合を夫
々示す。〔石灰石(233)1988年5月号[発泡ス
チロールを用いた土木工法(EPS工法)塚本英樹著、
63〜69頁〕、〔第23回土質工学研究発表会講演集
、昭和63年6月rEPS工法実物大実験におけるEP
S盛土の挙動」三木五三部、塚本英樹著、1985〜1
988頁〕、(rEPs工法設計マニュアルJ発泡スチ
ロール土木工法開発機構昭和63年8月30日刊〕、〔
特開昭62−45801号、実開昭63−81941号
、同63−112544号、同63−1144号〕参照
。Conventionally, in order to reinforce soft ground, as shown in Figure 5 (a), a density of 0.02 g/cm was applied to the soft base soil 1.
Blocks 2, 2, etc. made of expanded polystyrene of ~0.05 g/c+n3 are stacked as shown in Figure 5 (b), a covering soil 3 is provided on top of the blocks, and concrete or asphalt is placed on top of it. Pavement layer 4 was provided. Figure 1 (c) shows the case where the construction is done adjacent to the pier 5. [Limestone (233) May 1988 issue [Civil engineering method using expanded polystyrene (EPS method)] Written by Hideki Tsukamoto,
Pages 63-69], [23rd Soil Engineering Research Conference Lecture Proceedings, June 1986 EP on Full-Scale Experiment of rEPS Construction Method
"Behavior of S Embankment" by Gosanbe Miki and Hideki Tsukamoto, 1985-1
988 pages], (rEPs construction method design manual J, Styrofoam Civil Engineering Development Organization, August 30, 1988, daily publication), [
See JP-A-62-45801, JP-A-63-81941, JP-A-63-112544, JP-A-63-1144.
上記発泡体のブロック2を用いる工法はパイル打込2石
灰安定化、土壌包装等より安価でかつブロックは軽量で
あるから作業し易いと共にその浮力により基盤土壌への
建物、舗道等の重量が軽減される等の長所がある。それ
ゆえ、従来、客土による軟弱地盤の改良では客土の圧密
化のため4〜5年放置した後しかコンクリート建造物や
道路の構築を行うことができなかったのが、この発泡体
のブロックを客土の代りに用いることにより圧密の期間
が必要でなくなり、極めて短期間に工事を行うことがで
きる。The construction method using the foam blocks 2 is cheaper than pile driving 2, lime stabilization, soil packaging, etc., and the blocks are lightweight, making them easy to work with, and their buoyancy reduces the weight of buildings, pavements, etc. on the foundation soil. There are advantages such as: Therefore, in the past, when improving soft ground using additional soil, it was only possible to construct concrete buildings and roads after leaving the soil for 4 to 5 years to consolidate it. By using soil instead of soil, there is no need for a consolidation period, and construction can be completed in an extremely short period of time.
上記ブロックは押出発泡成形法、型内ビーズ発泡成形法
により製造されるもので、縦2000mm。The above block is manufactured by extrusion foam molding method and in-mold bead foam molding method, and has a length of 2000 mm.
横1000mm、高さ500mm、密度20kg/m’
(発泡倍率50倍)、重さ約13kg/個のものが発泡
スチロール土木工法開発機構の指定品の一つとして使用
されている。Width 1000mm, height 500mm, density 20kg/m'
(foaming ratio: 50 times) and weighing approximately 13 kg/piece is used as one of the products specified by the Styrofoam Civil Engineering Development Organization.
ブロックは、加工メーカーが前述したように成形し、こ
れをトラックで現場に輸送し、埋立てるものであるが、
原料のポリスチレン樹脂ペレットの真密度1kg/m’
に対し、50倍も発泡させており、原料ペレットと比較
するとブロックを輸送することは、原料ペレット1部と
空気49部を輸送するようなもので、輸送コストが高い
ものにっ(。Blocks are formed by the processing manufacturer as described above, and then transported by truck to the site and reclaimed.
True density of raw material polystyrene resin pellets 1 kg/m'
Compared to raw material pellets, transporting blocks is like transporting 1 part of raw material pellets and 49 parts of air, which means the transportation cost is high ().
また、施工現場も全国土に散在するので、各地方区に加
工メーカーと、ブロックを得るための金型、ダイか必要
となり設備投資が大変である。In addition, construction sites are scattered throughout the country, so each region requires a processing manufacturer and molds and dies to obtain the blocks, making it difficult to invest in equipment.
従って、埋め立て工事をする現場で発泡体ブロックを成
形することができれば輸送コストは大幅に削減されるし
、また、全国にブロックを形成する成形装置を分散させ
る必要がない。Therefore, if the foam blocks could be molded at the site where the reclamation work is being carried out, transportation costs would be significantly reduced, and there would be no need to distribute the molding equipment that forms the blocks all over the country.
大型トレーラ−に、押出発泡成形装置や型内発泡ビーズ
成形装置を据えつけ、これを施工里場に移動させ、現場
でブロックを成形することも考えられるが、ブロック成
形後の遊休期間のトレーラ−および成形装置の利用を考
えると得策でない。It is conceivable to install extrusion foam molding equipment or in-mold foam bead molding equipment on a large trailer, move it to the construction site, and mold the blocks on site, but it is possible to use the trailer during the idle period after block molding. This is not a good idea considering the use of molding equipment.
本発明は、発泡成形体ブロックが地盤中に埋め立てられ
る現場で簡易な装置を用いて極めて容易に発泡成形体を
製造する方法の提供を目的とする。An object of the present invention is to provide a method for manufacturing a foamed molded product extremely easily using a simple device at a site where the foamed molded product block is buried in the ground.
上記目的を達成する手段として本発明は、地盤の工事場
所を所望の形状に掘削した後、掘削場所の解放口より発
泡性熱可塑性樹脂粒子を10〜80倍に発泡させた予備
発泡熱可塑性樹脂粒子を掘削した空間に充填し、ついで
掘削場所の開放口を板、土砂等で覆い、その後、前記予
備発泡熱可塑性樹脂粒子を加圧スチームで加熱すること
により発泡、粒子同志の融着をさせることにより発泡成
形体とすることを特徴とする施工現場で発泡体を製造す
る方法を提供する。As a means for achieving the above object, the present invention provides a pre-foamed thermoplastic resin in which, after excavating a construction site in the ground into a desired shape, expandable thermoplastic resin particles are expanded 10 to 80 times from the opening of the excavation site. Fill the excavated space with particles, then cover the open opening of the excavated area with a board, earth, etc., and then heat the pre-foamed thermoplastic resin particles with pressurized steam to foam and fuse the particles together. The present invention provides a method for manufacturing a foam at a construction site, which is characterized by forming a foam molded product.
小型のボイラー、直径0.5 m、高さ1.5mの連続
予備発泡機、スチーム供給パイプを用い、先ず発泡性熱
可塑性樹脂粒子を現場で所望の倍率に予備発泡して予備
発泡粒子とし、これを掘削した地盤の空間(凹部)に充
填した後、掘削場所の充填側の開放口を予備発泡粒子の
発泡成形時の発泡力により発泡した粒子が所望の高さよ
りも浮き上らないように板、土砂等により覆い、ついで
予備発泡粒子が充填されている前記空間に位置するスチ
ーム供給パイプより0.1〜4 kg/cm2のスチー
ムを供給し、予備発泡粒子をスチームで加熱して予備発
泡粒子を発泡(膨張)融着させて発泡成形体を製造する
。Using a small boiler, a continuous pre-foaming machine with a diameter of 0.5 m and a height of 1.5 m, and a steam supply pipe, the expandable thermoplastic resin particles are first pre-foamed to a desired ratio on-site to obtain pre-foamed particles. After filling the excavated ground space (concavity) with this, the opening on the filling side of the excavated area is opened using the foaming force of the pre-expanded particles during foam molding so that the foamed particles do not rise above the desired height. The space is covered with a plate, earth and sand, etc., and then 0.1 to 4 kg/cm2 of steam is supplied from a steam supply pipe located in the space filled with pre-foamed particles, and the pre-foamed particles are heated with steam to pre-foam them. A foam molded article is produced by foaming (expanding) and fusing the particles.
スチームは、地盤の土壌が通気性であり、土壌より逃散
するので、施工現場が暴発して事故となる懸念はない。Since the ground soil is permeable and steam escapes from the soil, there is no concern that an accident may occur due to an explosion at the construction site.
以下、図面を用いて本発明を説明する。 Hereinafter, the present invention will be explained using the drawings.
第1図(イ)・に示すように、先ず地盤11を掘削し、
空間12を設ける。13は解放口である。As shown in Figure 1 (a), first, the ground 11 is excavated,
A space 12 is provided. 13 is a release port.
第1図(ロ)に示すようにトラック20の荷台に乗せた
小型ボイラー21に連結した連続予備発泡機22の槽内
に発泡性熱可塑性樹脂粒子を供給し、該槽内に0.1〜
5kg/cm”G(発泡性ポリスチレン粒子のときは0
.1〜0.5 kg/cm”G、発泡性ポリエチレン粒
子のときは0.5〜2 kg/kg/cm2G、発泡性
ポリプロピレン粒子のときは2.5〜5kg/cm2G
)のスチームを導き、発泡性熱可塑性樹脂粒子を10〜
80倍発泡させて予備発泡粒子30とし、これを掘削し
た地盤11の空間12に充填する。第3図(イ)および
(ロ)に示すようにパイプ先端を盲41とし、管周壁に
0.8〜2mmφの孔42を千鳥状に10鵬ピツチで設
けたスチーム供給管40を、予備発泡粒子30.30・
・・が充填された空間12内に開放口を覆ったベニア板
50の孔51より差し込む〔第1図(ハ)参照〕。As shown in FIG. 1(b), expandable thermoplastic resin particles are supplied into the tank of a continuous pre-foaming machine 22 connected to a small boiler 21 placed on the bed of a truck 20, and 0.1~
5kg/cm”G (0 for expandable polystyrene particles)
.. 1 to 0.5 kg/cm"G, 0.5 to 2 kg/kg/cm2G for expandable polyethylene particles, 2.5 to 5 kg/cm2G for expandable polypropylene particles
) of the foamable thermoplastic resin particles.
The particles are expanded 80 times to obtain pre-expanded particles 30, which are filled into the space 12 of the excavated ground 11. As shown in FIGS. 3(a) and 3(b), a steam supply pipe 40 with a blind end 41 and holes 42 of 0.8 to 2 mmφ provided in a staggered manner at a pitch of 10 on the peripheral wall of the pipe is pre-foamed. Particle 30.30・
... is inserted through the hole 51 of the plywood plate 50 that covers the open opening into the space 12 filled with [see Fig. 1 (c)].
ベニア板50は金属板でもよい。この板が軽いときは錘
し52.52・・・を板上に乗せ、予備発泡粒子の膨張
時に板50が浮き上らないようにする。The plywood board 50 may be a metal plate. When this plate is light, weights 52, 52, etc. are placed on the plate to prevent the plate 50 from floating up when the pre-expanded particles expand.
予備発泡粒子30.30・・・の加熱時の浮き上りを防
ぐ手段としては必ずしも板でなくてもよい。The means for preventing the pre-expanded particles 30, 30... from floating during heating does not necessarily need to be a plate.
第2図に示すように予備発泡粒子30,30.・・・の
上に孔のあいた樹脂フィルム、ネット、紙等60を覆せ
、スチーム供給管40を空間に入れ、ついで樹脂フィル
ム60上に土砂、砂利等50’を覆土すればよい。樹脂
フィルムやネッ)60を用いる理由は土砂が予備発泡粒
子間の空間(粒子が真球のときは約33.3%であるが
、通常は約30〜40容量%存在する)に入り込み、発
泡した粒子同志の融着が阻害されるのを防ぐためである
。As shown in FIG. 2, pre-expanded particles 30, 30. . . . Place a perforated resin film, net, paper, etc. 60 on top, insert the steam supply pipe 40 into the space, and then cover the resin film 60 with earth, sand, gravel, etc. 50'. The reason why resin film or net) 60 is used is that dirt enters the space between the pre-foamed particles (about 33.3% when the particles are perfectly spherical, but normally exists about 30 to 40% by volume), causing foaming. This is to prevent the fusion of the particles that have been applied to each other from being inhibited.
発泡成形時の予備発泡粒子の浮き上りを防止するための
板、覆土の重さは、予備発泡粒子の残存発泡剤量、得ら
れる発泡成形体の高さにより異なるが、通常500kg
/m2以上の荷重が粒子にかかるようにすれば十分であ
る。The weight of the plate and soil covering to prevent the pre-foamed particles from lifting during foam molding varies depending on the amount of foaming agent remaining in the pre-foamed particles and the height of the resulting foamed product, but is usually 500 kg.
It is sufficient that a load of /m2 or more is applied to the particles.
予備発泡粒子上の開放口13を板、土砂等50゜50’
で覆ったら、ボイラー21のパイプ23にスチーム供給
管40をホース25等で接続し、バルブ24を開いて0
.1〜5 kg/cm”Gのスチーム(水蒸気)を供給
し、パイプの孔42.42・・・よりスチームを噴出さ
せ予備発泡粒子の加熱発泡融着を行わしめ、発泡成形体
30′とする。このとき、スチームは地盤11中の土砂
の空隙を通って逃散するので空間12内の圧力は左程高
くならず、板や覆土50.50’が舞い上る懸念はない
。スチームの供給時間は0.5〜3分間で十分である。Open the opening 13 on the pre-expanded particles to a plate, earth and sand, etc. 50°50'
Once covered, connect the steam supply pipe 40 to the pipe 23 of the boiler 21 with a hose 25, etc., and open the valve 24 to
.. Steam (water vapor) of 1 to 5 kg/cm"G is supplied, and the steam is ejected from the holes 42, 42 of the pipe to thermally expand and fuse the pre-expanded particles to form a foamed molded product 30'. At this time, the steam escapes through the voids in the earth and sand in the ground 11, so the pressure in the space 12 is not as high as the one shown in the left, and there is no concern that the plates or covering soil will fly up.The steam supply time is 0.5 to 3 minutes is sufficient.
発泡成形体30′製造後、第1図(ニ)に示すようにス
チーム供給管40ごと発泡成形体30′を土砂で覆土7
0し、コンクリート床板80をその上に設はアスファル
ト舗装90し、道路を得る。After manufacturing the foam molded body 30', the foam molded body 30' together with the steam supply pipe 40 is covered with earth and sand 7 as shown in FIG. 1(d).
0, a concrete floor plate 80 is placed on top of the asphalt pavement 90, and a road is obtained.
又、スチーム供給管40を発泡成形体30′より抜き去
り、覆土70し、グラウンドあるいは駐車場として利用
する。Further, the steam supply pipe 40 is removed from the foamed molded body 30', covered with soil 70, and used as a ground or a parking lot.
本発明は、既に採石(削土)された大谷石や石灰岩の採
石跡(空間12)を発泡成形体30′で埋設する方法と
しても利用できる。採石跡12の開放口13が第4図(
イ)に示すように地盤11の横倒であるときは発泡成形
後、スチーム供給管40を成形体30′より抜き去り、
擁壁80を設け、土砂、砕石70を埋める〔第4図(ロ
)〕。The present invention can also be used as a method for burying the quarry remains (space 12) of Oya stone or limestone that have already been quarried (earth excavated) with the foamed molded body 30'. The opening 13 of the quarry site 12 is shown in Figure 4 (
If the ground 11 is lying on its side as shown in b), after foam molding, remove the steam supply pipe 40 from the molded body 30',
A retaining wall 80 is installed and filled with earth and sand and crushed stone 70 [Figure 4 (b)].
発泡性熱可塑性樹脂粒子としては、ブタン、ヘプタン、
フレオン等の揮発性発泡剤を8〜30重量%含有するポ
リスチレン、ポリエチレン、ポリプロピレン、ABS、
ナイロン等の粒径カ0.5〜5肛のものが用いられる。As expandable thermoplastic resin particles, butane, heptane,
Polystyrene, polyethylene, polypropylene, ABS, containing 8 to 30% by weight of volatile blowing agents such as Freon,
A material such as nylon having a particle size of 0.5 to 5 anus is used.
樹脂フィルム60としては、ポリエチレン、ポリプロピ
レン、ハイインパクトポリスチレン等の肉厚が20〜1
,000 ミクロンのものが、ネットとしては織目の細
かいポリプロピレン製フラットヤーン織布、ポリエステ
ル不織布、ポリ塩化ビニル織布、金網等が用いられる。The resin film 60 is made of polyethylene, polypropylene, high impact polystyrene, etc. with a thickness of 20 to 1
,000 microns, and as the net, a polypropylene flat yarn woven fabric with a fine weave, a polyester nonwoven fabric, a polyvinyl chloride woven fabric, a wire mesh, etc. are used.
実施例1
密度が1.47 g /cvn3の土壌を掘削し、縦8
00鵬、横1,600 +nm、深さ650mmの凹部
を設けた。Example 1 Soil with a density of 1.47 g/cvn3 was excavated and
A recess with a width of 1,600 nm and a depth of 650 mm was provided.
トラックの荷台上の小型ボイラー(縦2000mm、横
2500mm、高さ2000mm)および連続予備発泡
機を用い、ブタンを8重量%含有する粒径が1.5 m
mの発泡性ポリスチレン粒子を0.2kg/cm2Gの
スチームで50倍発発泡せて嵩密度が20g/lの予備
発泡粒子を得、これを前記凹部内に深さ550mmまで
充填した。Using a small boiler (length 2000 mm, width 2500 mm, height 2000 mm) on the bed of a truck and a continuous prefoaming machine, a particle size of 1.5 m containing 8% by weight of butane was used.
Pre-expanded polystyrene particles having a bulk density of 20 g/l were obtained by foaming 50 times the expandable polystyrene particles with 0.2 kg/cm 2 G of steam, and these were filled into the recess to a depth of 550 mm.
ついでこの充填発泡粒子の上に肉厚が30ミクロンで、
2インチの孔を有するポリスチレンフイルムをかぶせ、
更に2インチパイプの管端を盲にし、管の周壁に10m
mピッチ間隔で1IIIIIlφの孔を。Next, a wall thickness of 30 microns was placed on top of the filled foam particles.
Cover with polystyrene film with 2 inch holes;
Furthermore, the end of the 2-inch pipe is blinded, and a 10 m
Holes of 1III1φ at m pitch intervals.
多数穿ったスチーム供給パイプ〔第3図(イ)参照〕を
フィルム孔を通して予備発泡粒子の充填されている空間
に導いた。A steam supply pipe with a large number of holes (see Figure 3 (a)) was guided through the film holes into the space filled with pre-expanded particles.
ついでフィルムの上に土砂を100胴の高さ覆土(荷重
190kg/m2)したのち、ホースでスチーム供給管
とボイラーのパイプを連結し、バルブを開いて0.5k
g/cm”のスチームを2分間供給し、予備発泡粒子を
加熱膨張、融着させて発泡成形体(融着度15%、圧縮
強度1.1 kg/cm2、密度20g//りを得た。Next, after covering the film with earth and sand to a height of 100 kg (load: 190 kg/m2), connect the steam supply pipe and boiler pipe with a hose, open the valve, and inject 0.5 kg.
g/cm" steam was supplied for 2 minutes to thermally expand and fuse the pre-expanded particles to obtain a foamed molded product (degree of fusion: 15%, compressive strength: 1.1 kg/cm2, density: 20 g/cm). .
実施0.2
凹部に充填した予備発泡粒子の量を、深さが650mm
なるように充填し、又、樹脂フィルムと覆土の代りに肉
厚18mm、23mmφの孔8個設けたベニア板と重さ
100kgの錘を2個〔第1図(ハ)参照〕 (荷重2
00 kg/m” )を用いる他は実施例1と同様にし
て発泡成形体(密度20g/l、融着度15%、圧縮強
度1.15 kg/cm” )を製造した。Implementation 0.2 The amount of pre-expanded particles filled in the recess was adjusted to a depth of 650 mm.
In addition, instead of the resin film and soil covering, a plywood board with a wall thickness of 18 mm and 8 holes of 23 mm diameter and two weights weighing 100 kg were used [see Figure 1 (c)] (Load 2
A foamed molded article (density 20 g/l, degree of fusion 15%, compressive strength 1.15 kg/cm") was produced in the same manner as in Example 1, except that 00 kg/m") was used.
(効果〕
本発明の方法に従えば、容易に発泡性樹脂粒子から発泡
成形体を得ることができる。この発泡成形体は埋立発泡
成形体としての通常の要求性能(圧縮強度1.0kg/
cm”以上)を満足できる。(Effects) According to the method of the present invention, it is possible to easily obtain a foam molded product from expandable resin particles.
cm” or more).
第1図(イ)、(ロ)、(ハ)および(ニ)は本発明を
実施する工程を示す断面図、第2図は別の実施態様を示
す断面図、第3図(イ)はスチーム供給管の斜視図、第
3図(ロ)は、スチーム供給管のパイプ先端の部分拡大
図、第4図(イ)と(ロ)は採石跡の空間を埋める方法
を示す断面図、第5図(イ)、(ロ)、(ハ)は従来の
埋立EPS土木工法の施工例を示す斜視図である。Figures 1 (a), (b), (c), and (d) are cross-sectional views showing steps for implementing the present invention, Figure 2 is a cross-sectional view showing another embodiment, and Figure 3 (a) is A perspective view of the steam supply pipe, Figure 3 (B) is a partial enlarged view of the tip of the steam supply pipe, Figures 4 (A) and (B) are cross-sectional views showing how to fill the space in the quarry site, and Figure 3 (B) is a partial enlarged view of the tip of the steam supply pipe. Figures 5 (a), (b), and (c) are perspective views showing construction examples of the conventional landfill EPS civil engineering method.
Claims (1)
場所の解放口より発泡性熱可塑性樹脂粒子を10〜80
倍に発泡させた予備発泡熱可塑性樹脂粒子を掘削した空
間に充填し、ついで掘削場所の開放口を板、土砂等で覆
い、その後、前記予備発泡熱可塑性樹脂粒子をスチーム
で加熱することにより発泡、粒子同志の融着をさせるこ
とにより発泡成形体とすることを特徴する施工現場で発
泡体を製造する方法。 2)、予備発泡熱可塑性樹脂粒子の加熱が、周壁にスチ
ーム孔を多数有するパイプを予備発泡熱可塑性樹脂粒子
間に存在させ、該パイプにスチームを導くことにより行
うことを特徴とする請求項1記載の方法。[Claims] 1) After excavating a construction site in the ground into a desired shape, 10 to 80 particles of expandable thermoplastic resin are poured into the excavation area from the opening.
Fill the excavated space with pre-foamed thermoplastic resin particles that have been expanded to double their original size, then cover the open mouth of the excavated area with a board, earth and sand, etc., and then foam the pre-foamed thermoplastic resin particles by heating them with steam. , a method for manufacturing a foam at a construction site, characterized by forming a foam molded product by fusing particles together. 2) The pre-foamed thermoplastic resin particles are heated by placing a pipe having a large number of steam holes in the peripheral wall between the pre-foamed thermoplastic resin particles and introducing steam into the pipe. Method described.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10829090A JPH047407A (en) | 1990-04-24 | 1990-04-24 | Manufacture of foamed body at job site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10829090A JPH047407A (en) | 1990-04-24 | 1990-04-24 | Manufacture of foamed body at job site |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH047407A true JPH047407A (en) | 1992-01-10 |
Family
ID=14480926
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10829090A Pending JPH047407A (en) | 1990-04-24 | 1990-04-24 | Manufacture of foamed body at job site |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH047407A (en) |
-
1990
- 1990-04-24 JP JP10829090A patent/JPH047407A/en active Pending
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