JP2904608B2 - Fiber composite rain gutter and method of manufacturing the same - Google Patents
Fiber composite rain gutter and method of manufacturing the sameInfo
- Publication number
- JP2904608B2 JP2904608B2 JP3097451A JP9745191A JP2904608B2 JP 2904608 B2 JP2904608 B2 JP 2904608B2 JP 3097451 A JP3097451 A JP 3097451A JP 9745191 A JP9745191 A JP 9745191A JP 2904608 B2 JP2904608 B2 JP 2904608B2
- Authority
- JP
- Japan
- Prior art keywords
- vinyl chloride
- chloride resin
- gutter
- core material
- rain gutter
- 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
Landscapes
- Laminated Bodies (AREA)
- Moulding By Coating Moulds (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、繊維複合雨樋及びその
製造方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fiber composite rain gutter and a method for manufacturing the same.
【0002】[0002]
【従来の技術】従来、一般に雨樋は押出成形せられた硬
質塩化ビニル製であるが、硬質塩化ビニルは線膨張係数
が7.0×10-5(1/℃)と大きいために熱伸縮が大
きい。したがって、硬質塩化ビニル製雨樋を継手と共に
建物に取付けると、四季の気温の変化や昼夜の温度差に
より、雨樋が熱伸縮して継手から抜けたり、熱変形が生
じ、その結果ひび割れしたりして雨樋としての機能を果
たし得なくなるおそれがあった。2. Description of the Related Art Conventionally, rain gutters are generally made of extruded hard vinyl chloride. However, hard vinyl chloride has a large coefficient of linear expansion of 7.0 × 10 −5 (1 / ° C.), and therefore has a thermal expansion and contraction. Is big. Therefore, if a rigid PVC gutter is attached to the building together with the joint, the rain gutter will thermally expand and contract and fall out of the joint due to changes in the temperature in the four seasons and the temperature difference between day and night, and thermal deformation will occur, resulting in cracking. As a result, there is a possibility that the function as a rain gutter cannot be achieved.
【0003】そこで、上記欠点を補なった雨樋として、
(イ)金属板製芯材の両面に熱可塑性樹脂を押出成形に
より被覆したもの(特開昭57−33660号公報参
照)や、(ロ)繊維質基材にゴム、合成樹脂等が含浸さ
れた芯材の内外両面に熱可塑性樹脂を押出成形により被
覆したもの(実公昭62−42019号公報参照)が提
案されている。[0003] Therefore, as a rain gutter supplementing the above-mentioned disadvantages,
(A) A core material made of a metal plate coated on both sides with a thermoplastic resin by extrusion molding (see JP-A-57-33660), or (B) A fibrous base material is impregnated with rubber, synthetic resin, or the like. A core material in which both inner and outer surfaces are coated with a thermoplastic resin by extrusion molding has been proposed (see Japanese Utility Model Publication No. 62-42019).
【0004】[0004]
【発明が解決しようとする課題】上記(イ)の雨樋の場
合、金属板製芯材と内外被覆合成樹脂の各界面に、温度
変化による応力集中等で剥離が生じたり、蓄熱による変
形を生じるという問題があるし、切断面からの雨水の界
面への侵入による腐食や層間剥離等の問題をも有してい
る。In the case of the rain gutter of the above (a), separation occurs due to stress concentration or the like due to temperature change at each interface between the metal plate core material and the inner / outer coating synthetic resin, and deformation due to heat storage occurs. In addition, there is a problem of corrosion and delamination due to penetration of rainwater from the cut surface into the interface.
【0005】また上記(ロ)の雨樋の場合、熱伸縮性を
低減させるために繊維量を増加させると、芯材がもろく
なり、衝撃による芯材の割れや層間剥離等が発生する。In the case of the rain gutter (b), if the amount of fibers is increased in order to reduce thermal expansion and contraction, the core becomes brittle, and the core cracks and delaminations occur due to impact.
【0006】本発明の目的は、層間剥離や腐食の問題が
なくかつ熱伸縮性が少なくて耐熱性及び剛性が大きい繊
維複合雨樋及びその連続的製造方法を提供することにあ
る。SUMMARY OF THE INVENTION An object of the present invention is to provide a fiber composite rain gutter which is free from problems of delamination and corrosion, has low thermal expansion and contraction, has high heat resistance and high rigidity, and a method for continuously producing the same.
【0007】[0007]
【課題を解決するための手段】請求項1の発明による繊
維複合雨樋は、樋状の繊維強化架橋塩化ビニル樹脂製芯
材と、芯材の内外両面に積層せられた塩化ビニル樹脂層
とよりなることを特徴とするものである。A fiber composite rain gutter according to the present invention comprises a gutter-shaped fiber-reinforced crosslinked vinyl chloride resin core material, and a vinyl chloride resin layer laminated on both inner and outer surfaces of the core material. It is characterized by comprising.
【0008】請求項2の発明による繊維複合雨樋の製造
方法は、連続した多数の強化繊維を、架橋成分を含有し
た粉体状塩化ビニル樹脂の流動床中を通過させ、各強化
繊維に架橋成分を含有した粉体状塩化ビニル樹脂を付着
させた後に加熱してプリプレグ・シートを形成し、プリ
プレグ・シートをその軟化点以上の温度で樋状に賦形し
た後架橋反応を完了させて樋状芯材となし、樋状芯材を
クロスヘッド・ダイに引込んで内外両面に塩化ビニル樹
脂を積層することを特徴とするものである。According to a second aspect of the present invention, there is provided a method for producing a fiber composite rain gutter, wherein a plurality of continuous reinforcing fibers are passed through a fluidized bed of a powdery vinyl chloride resin containing a cross-linking component to cross-link each reinforcing fiber. After adhering the powdery vinyl chloride resin containing the components, the mixture is heated to form a prepreg sheet, the prepreg sheet is shaped into a gutter at a temperature above its softening point, and then the crosslinking reaction is completed. A gutter-shaped core material is drawn into a crosshead die, and a vinyl chloride resin is laminated on both inner and outer surfaces.
【0009】強化繊維の具体例としては、ガラス、炭
素、セラミック等の無機繊維、アラミド、ビニロン、ポ
リエステル等の有機繊維をあげることができる。Specific examples of the reinforcing fibers include inorganic fibers such as glass, carbon and ceramic, and organic fibers such as aramid, vinylon and polyester.
【0010】架橋成分としては、塩化ビニル樹脂の架橋
剤として従来公知のものが使用可能であり、例えばイオ
ウや窒素を含有した化合物や多官能性(メタ)アクリル
系モノマーがあげられ、前者としては、トリアジン系、
チオール系の架橋剤が適当であり、これらの塩化ビニル
樹脂100重量部に対する添加量は、通常、0.1〜1
0重量部、好ましくは、0.5〜2重量部である。As the crosslinking component, those conventionally known as crosslinking agents for vinyl chloride resins can be used, and examples thereof include compounds containing sulfur and nitrogen and polyfunctional (meth) acrylic monomers. , Triazine,
Thiol-based cross-linking agents are suitable, and the amount of these added to 100 parts by weight of vinyl chloride resin is usually 0.1 to 1%.
0 parts by weight, preferably 0.5 to 2 parts by weight.
【0011】架橋反応を完了させる方法としては、加熱
炉を通して熱架橋させる外、電離性放射線照射、UV照
射等があり、過酸化物等の触媒が必要に応じて適宜添加
される。また、架橋反応は、芯材を加熱して樋状に賦形
するさいに一部生じることもあるが、最終的には樋状芯
材をクロスヘッド・ダイに引入れる前に完了していれば
よい。As a method of completing the crosslinking reaction, there is a method of performing thermal crosslinking through a heating furnace, irradiation of ionizing radiation, UV irradiation, etc., and a catalyst such as a peroxide is appropriately added as needed. In addition, the crosslinking reaction may partially occur when the core material is heated and shaped into a gutter shape, but it must be completed before the gutter core material is finally drawn into the crosshead die. I just need.
【0012】粉体状塩化ビニル樹脂及び樋状芯材に積層
せられる塩化ビニル樹脂には、必要に応じて、安定剤、
滑剤、強化剤、ゲル化促進剤等が添加される。また重合
度は600以上が、製造せられる雨樋の物性、耐候性の
面で好ましい。The vinyl chloride resin laminated on the powdery vinyl chloride resin and the trough-shaped core material may optionally contain a stabilizer,
Lubricants, reinforcing agents, gelling accelerators and the like are added. Further, the polymerization degree is preferably 600 or more in view of the physical properties and weather resistance of the rain gutter to be produced.
【0013】[0013]
【作用】本発明による繊維複合雨樋は、芯材が樋状の繊
維強化架橋塩化ビニル樹脂で、芯材の内外両面に積層せ
られた層が塩化ビニル樹脂であるから、両者は一体的に
接合する。また芯材が繊維強化架橋塩化ビニル樹脂であ
るため、熱伸縮性が少なくて、熱変形温度、ガラス転移
温度が高く、耐熱性に優れており、しかも剛性が大であ
る。In the fiber composite rain gutter according to the present invention, the core material is a gutter-shaped fiber-reinforced crosslinked vinyl chloride resin, and the layers laminated on both the inner and outer surfaces of the core material are vinyl chloride resins. Join. Further, since the core material is a fiber-reinforced crosslinked vinyl chloride resin, it has low thermal expansion and contraction, high heat deformation temperature and glass transition temperature, excellent heat resistance, and high rigidity.
【0014】[0014]
【実施例】本発明の実施例を、以下図面を参照して説明
する。Embodiments of the present invention will be described below with reference to the drawings.
【0015】図1に示す請求項1の発明による繊維複合
雨樋(1) は、樋状の繊維強化架橋塩化ビニル樹脂製芯材
(2) と、芯材(2) の内外両面に積層せられた塩化ビニル
樹脂層(3) とよりなるものである。A fiber composite rain gutter (1) according to the first aspect of the present invention shown in FIG. 1 is a gutter-shaped fiber-reinforced crosslinked vinyl chloride resin core material.
(2) and a vinyl chloride resin layer (3) laminated on both the inner and outer surfaces of the core material (2).
【0016】上記繊維複合雨樋の製造方法の実施例をつ
ぎに説明する。An embodiment of the method of manufacturing the fiber composite rain gutter will be described below.
【0017】実施例1 図2に示すように、多数のボビ
ン(4) から連続した多数の強化繊維(5) を複数のガイド
・ロール(6) により流動床装置(7) に案内し、架橋成分
を含有した粉体状塩化ビニル樹脂の流動床(8) 中を通過
させ、各強化繊維(5) に架橋成分を含有した粉体状塩化
ビニル樹脂を付着させた後一対の加熱加圧ロール(9)に
より加熱加圧してプリプレグ・シート(10)を形成し、こ
れを一対の巻取ロール(11)により巻取機(12)に巻取る。Embodiment 1 As shown in FIG. 2, a large number of continuous reinforcing fibers (5) from a large number of bobbins (4) are guided to a fluidized bed apparatus (7) by a plurality of guide rolls (6), and are crosslinked. After passing through the fluidized bed (8) of the powdered vinyl chloride resin containing the component and adhering the powdered vinyl chloride resin containing the crosslinking component to each reinforcing fiber (5), a pair of heating and pressing rolls A prepreg sheet (10) is formed by heating and pressing according to (9), and the prepreg sheet (10) is wound around a winding machine (12) by a pair of winding rolls (11).
【0018】強化繊維(5) としては、ガラス・ロービン
グを用い、流動床装置(7) に導入する前に開繊する。As the reinforcing fiber (5), glass roving is used, and the fiber is opened before being introduced into the fluidized bed apparatus (7).
【0019】架橋成分としては、トリアジンチオール系
架橋剤を用い、粒径150μmの粉体状塩化ビニル樹脂
100重量部に対し、0.5重量部をスズ系安定剤2重
量部とともに添加し、ミキサーで混合したものを流動床
(8) とした。As a cross-linking component, a triazine thiol-based cross-linking agent is used, and 0.5 part by weight is added together with 2 parts by weight of a tin-based stabilizer to 100 parts by weight of a powdery vinyl chloride resin having a particle size of 150 μm. Fluidized bed
(8)
【0020】プリプレグ・シート(10)の厚みは0.5m
m、幅は400mm、ガラス含有率は30容量%であっ
た。The thickness of the prepreg sheet (10) is 0.5 m
m, the width was 400 mm, and the glass content was 30% by volume.
【0021】図3に示すように、プリプレグ・シート(1
0)を繰出機(13)に移し、これより繰出されたプリプレグ
・シート(10)を80℃の賦形装置(14)により加熱して樋
状に賦形し、樋状芯材(2) となし、続いて150℃の加
熱炉(15)を通過させて架橋反応を完了させる。なお、プ
リプレグ・シート(10)はこれを繰出機(13)に移すことな
く、直接賦形装置(14)に導いてもよい。つぎに、樋状芯
材(2)を押出機(16)に接続されクロスヘッド・ダイ(17)
に引込んで押出圧力の下で溶融塩化ビニル樹脂を芯材
(2) の両面に積層した後、冷却サイジング装置(18)内で
サイジングすることにより、図1に示されているような
芯材(2) の内外両面に塩化ビニル樹脂層(3) が積層せら
れた厚み1.5mmの雨樋(1) を連続的に得、これを引取
機(19)により引取る。クロスヘッド・ダイ(17)は全長2
00mmで、図4に示されているように、芯材通路(20)を
介して一方に配された樹脂流路(21)と、同他方に配され
た樹脂流路(22)とが、芯材通路(20)と直交する同一線上
に位置せしめられているが、ランド部(23)の長さは塩化
ビニル樹脂の溶融合着性及び脱泡性に応じて定められ
る。金型温度は185℃、成形速度は3m/min とし
た。As shown in FIG. 3, the prepreg sheet (1
(0) to a feeding machine (13), and the prepreg sheet (10) fed from the feeding machine (13) is heated by a shaping device (14) at 80 ° C. to form a gutter shape, and a gutter-shaped core material (2) Then, the mixture is passed through a heating furnace (15) at 150 ° C. to complete the crosslinking reaction. The prepreg sheet (10) may be directly guided to the shaping device (14) without transferring the prepreg sheet to the feeding machine (13). Next, the gutter-shaped core (2) is connected to the extruder (16) and the crosshead die (17)
And melted vinyl chloride resin under extrusion pressure
After laminating on both sides of (2), by sizing in a cooling sizing device (18), a vinyl chloride resin layer (3) is laminated on both the inner and outer surfaces of the core material (2) as shown in FIG. A rain gutter (1) having a thickness of 1.5 mm is continuously obtained and is taken out by a take-off machine (19). Crosshead die (17) has a total length of 2
4, the resin flow path (21) disposed on one side and the resin flow path (22) disposed on the other side through the core material path (20), as shown in FIG. Although positioned on the same line orthogonal to the core material passage (20), the length of the land portion (23) is determined according to the melt bonding property and defoaming property of the vinyl chloride resin. The mold temperature was 185 ° C., and the molding speed was 3 m / min.
【0022】実施例2 粉体状塩化ビニル樹脂に光開始
剤、増感剤を1重量部添加し、架橋反応を紫外線照射に
より完了したこと以外は、実施例1と同様にして雨樋を
製造した。Example 2 A rain gutter was produced in the same manner as in Example 1 except that 1 part by weight of a photoinitiator and a sensitizer was added to a powdery vinyl chloride resin, and the crosslinking reaction was completed by irradiation with ultraviolet rays. did.
【0023】実施例1及び2につき、つぎの比較例と、
線膨張係数、耐熱変形性及び横方向曲げ弾性率を対比し
た。With respect to Examples 1 and 2, the following comparative examples
The linear expansion coefficient, the heat deformation resistance, and the lateral bending elastic modulus were compared.
【0024】比較例 芯材が塩化ビニル樹脂であり、架
橋成分を含有しておらず、架橋化していないこと以外
は、実施例1と同様にして雨樋を製造した。Comparative Example A gutter was manufactured in the same manner as in Example 1 except that the core material was a vinyl chloride resin, did not contain a crosslinking component, and was not crosslinked.
【0025】得られたサンプルを長さ4mに裁断し、以
下のように評価した。The obtained sample was cut into a length of 4 m and evaluated as follows.
【0026】1) 線膨張係数の測定 得られたサンプルを恒温温室に入れ、20℃での寸法を
測っておき、つぎに60℃に温度をあげて寸法変化量を
測定することにより線膨張係数を算出した。1) Measurement of linear expansion coefficient The obtained sample was placed in a thermostatic chamber, the dimensions at 20 ° C. were measured, and then the temperature was raised to 60 ° C., and the dimensional change was measured. Was calculated.
【0027】2) 熱変形の評価 得られたサンプルを20cmの長さに切断し、80℃のオ
ーブン中に30分放置後、変形を観察した。2) Evaluation of thermal deformation The obtained sample was cut into a length of 20 cm, left in an oven at 80 ° C for 30 minutes, and observed for deformation.
【0028】3) 曲げ弾性率の測定 得られたサンプルを25×150m の大きさに切断し、
JIS K6911に従って60℃での曲げ弾性率を測
定した。3) Measurement of flexural modulus The obtained sample was cut into a size of 25 × 150 m,
The flexural modulus at 60 ° C. was measured according to JIS K6911.
【0029】[0029]
【表1】 [Table 1]
【0030】なお、芯材の塩化ビニル樹脂が架橋してい
ることは、以下のようにして確認した。The cross-linking of the core vinyl chloride resin was confirmed as follows.
【0031】塩化ビニル樹脂の架橋性樋の芯材被覆層の
塩化ビニル樹脂成分のみを取り出し、アセトン中に浸漬
し(30℃、2時間)、浸漬後の重量変化を測定するこ
とで、ゲル分率、膨潤比を測定した。Only the vinyl chloride resin component of the core coating layer of the crosslinkable gutter of the vinyl chloride resin is taken out, immersed in acetone (30 ° C., 2 hours), and the weight change after immersion is measured to determine the gel content. Rate and swelling ratio were measured.
【0032】初期重量をW1 、膨潤重量をW2 、乾燥後
重量をW3 とすると、 ゲル分率=W1 /W3 ×100(%) 膨潤比=W2 /W3 で算出される。結果は次の通りであった。Assuming that the initial weight is W 1 , the swelling weight is W 2 , and the weight after drying is W 3 , the gel fraction is calculated as W 1 / W 3 × 100 (%) swelling ratio = W 2 / W 3. . The results were as follows.
【0033】[0033]
【表2】 [Table 2]
【0034】上記結果より明らかなように、本発明の製
造方法で得られた繊維複合雨樋の線膨張係数は、理論値
によく一致するとともに、耐熱性、剛性に優れている。As is clear from the above results, the coefficient of linear expansion of the fiber composite rain gutter obtained by the production method of the present invention is in good agreement with the theoretical value, and is excellent in heat resistance and rigidity.
【0035】[0035]
【発明の効果】本発明の繊維複合雨樋によれば、芯材の
架橋塩化ビニル樹脂と、これに積層せらられた塩化ビニ
ル樹脂とが一体的に接合するから、層間剥離を生じない
し、腐食の問題もない。According to the fiber composite rain gutter of the present invention, since the crosslinked vinyl chloride resin of the core material and the vinyl chloride resin laminated thereon are integrally joined, no delamination occurs and no corrosion occurs. No problem.
【0036】また熱伸縮性が少なくて耐熱性及び剛性が
大であるから、雨樋としての耐久性が大である。Further, since it has low thermal expansion and contraction and high heat resistance and rigidity, it has high durability as a rain gutter.
【0037】さらに本発明の製造方法によれば、上記の
優れた雨樋を連続的に製造することができるので生産性
が高い。Further, according to the manufacturing method of the present invention, the above-mentioned excellent rain gutter can be manufactured continuously, so that the productivity is high.
【図1】本発明による繊維複合雨樋の部分斜視断面図で
ある。FIG. 1 is a partial perspective sectional view of a fiber composite rain gutter according to the present invention.
【図2】実施例1において、プリプレグ・シートの製造
工程を示す側面略図であり、流動床装置のみ垂直断面が
示されている。FIG. 2 is a schematic side view showing a manufacturing process of a prepreg sheet in Example 1, in which only a fluidized bed apparatus has a vertical cross section.
【図3】実施例1において、プリプレグ・シートから雨
樋を製造するまでの工程を示す側面略図である。FIG. 3 is a schematic side view showing a process of manufacturing a rain gutter from a prepreg sheet in the first embodiment.
【図4】クロスヘッド・ダイにより芯材に塩化ビニル樹
脂を積層する状態の拡大断面図である。FIG. 4 is an enlarged sectional view showing a state in which a vinyl chloride resin is laminated on a core material by a crosshead die.
(1) 雨樋 (2) 繊維強化架橋塩化ビニル樹脂製芯材 (3) 塩化ビニル樹脂層 (5) 強化繊維 (8) 流動床 (10) プリプレグ・シート (17) クロスヘッド・ダイ (1) Rain gutter (2) Fiber reinforced cross-linked vinyl chloride resin core material (3) Vinyl chloride resin layer (5) Reinforced fiber (8) Fluidized bed (10) Pre-preg sheet (17) Crosshead die
フロントページの続き (51)Int.Cl.6 識別記号 FI // B29K 105:10 B29L 31:10 Continued on the front page (51) Int.Cl. 6 Identification code FI // B29K 105: 10 B29L 31:10
Claims (2)
材と、芯材の内外両面に積層せられた塩化ビニル樹脂層
とよりなることを特徴とする繊維複合雨樋。1. A fiber composite rain gutter comprising a gutter-shaped fiber-reinforced crosslinked vinyl chloride resin core material and vinyl chloride resin layers laminated on both inner and outer surfaces of the core material.
含有した粉体状塩化ビニル樹脂の流動床中を通過させ、
各強化繊維に架橋成分を含有した粉体状塩化ビニル樹脂
を付着させた後加熱してプリプレグ・シートを形成し、
プリプレグ・シートをその軟化点以上の温度で樋状に賦
形した後に架橋反応を完了させて樋状芯材となし、樋状
芯材をクロスヘッド・ダイに引込んで内外両面に塩化ビ
ニル樹脂を積層することを特徴とする繊維複合雨樋の製
造方法。2. Passing a large number of continuous reinforcing fibers through a fluidized bed of a powdery vinyl chloride resin containing a crosslinking component,
After attaching a powdery vinyl chloride resin containing a cross-linking component to each reinforcing fiber, heating to form a prepreg sheet,
After the prepreg sheet is formed in a gutter shape at a temperature higher than its softening point, the crosslinking reaction is completed to form a gutter core material, and the gutter core material is drawn into a crosshead die, and vinyl chloride resin is applied to both the inner and outer surfaces. A method for producing a fiber composite rain gutter, comprising laminating.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3097451A JP2904608B2 (en) | 1991-04-26 | 1991-04-26 | Fiber composite rain gutter and method of manufacturing the same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3097451A JP2904608B2 (en) | 1991-04-26 | 1991-04-26 | Fiber composite rain gutter and method of manufacturing the same |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04327639A JPH04327639A (en) | 1992-11-17 |
JP2904608B2 true JP2904608B2 (en) | 1999-06-14 |
Family
ID=14192674
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3097451A Expired - Fee Related JP2904608B2 (en) | 1991-04-26 | 1991-04-26 | Fiber composite rain gutter and method of manufacturing the same |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2904608B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7380286B2 (en) * | 2020-02-10 | 2023-11-15 | トヨタ紡織株式会社 | Vehicle pillar garnish |
-
1991
- 1991-04-26 JP JP3097451A patent/JP2904608B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH04327639A (en) | 1992-11-17 |
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