JPH0629265Y2 - Reinforced plastic grating - Google Patents
Reinforced plastic gratingInfo
- Publication number
- JPH0629265Y2 JPH0629265Y2 JP1987101976U JP10197687U JPH0629265Y2 JP H0629265 Y2 JPH0629265 Y2 JP H0629265Y2 JP 1987101976 U JP1987101976 U JP 1987101976U JP 10197687 U JP10197687 U JP 10197687U JP H0629265 Y2 JPH0629265 Y2 JP H0629265Y2
- Authority
- JP
- Japan
- Prior art keywords
- girder
- main girder
- reinforced plastic
- web
- main
- 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 - Lifetime
Links
- 239000002990 reinforced plastic Substances 0.000 title claims description 7
- 239000000463 material Substances 0.000 claims description 24
- 238000000465 moulding Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 description 23
- 239000010959 steel Substances 0.000 description 23
- 238000003466 welding Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 4
- 238000007796 conventional method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000011515 fiberglass reinforced plastic grating Substances 0.000 description 1
- 238000005242 forging Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000012778 molding material Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Description
【考案の詳細な説明】 [産業上の利用分野] 本考案は洞道内床面,耐蝕床面,下水処理場の床板,歩
廊などにおけるグレーチングに関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to gratings on the inner surface of a cave, a corrosion resistant floor, a floorboard of a sewage treatment plant, a corridor, and the like.
[従来の技術] グレーチングは本来的に鋼鉄を材料として成形するのが
一般であり、その基本としては断面I形の主桁を平行に
並べその間へ横枠や枠体を挟み込んで溶接固定するのが
多く見られる。[Prior Art] Grating is generally formed by using steel as a material, and basically, main girders having an I-shaped cross section are arranged in parallel and a horizontal frame or a frame body is sandwiched between them to be fixed by welding. Are often seen.
たとえば実開昭59−151907号公報における鋼製
グレーチングは第7図A,Bに示すとおり、上面に滑止
模様102を有するやや巾広なる断面I形の鋼製桁材1
01を平行等間隔に敷設し、該鋼製桁材の間に平行に矩
形断面の補助材103を介在し、且つこれらを所定部位
に固定すべく横桁材104で支持してなるものである。For example, the steel grating in Japanese Utility Model Publication No. 59-151907, as shown in FIGS. 7A and 7B, has a slightly wide cross section I-shaped steel girder material 1 having a non-slip pattern 102 on the upper surface.
01 are laid at equal intervals in parallel, an auxiliary member 103 having a rectangular cross section is interposed between the steel girder members in parallel, and is supported by a cross girder member 104 so as to fix them to a predetermined portion. .
鋼製のグレーチングを構成する一例を知るためさらに詳
しく引用すると図Aで101は露出する上面に滑止模様
102を有する溶接構造のH型鋼からなる強度部材,1
03は矩形断面を有する補助材,104はそれぞれ強度
部材101,補助材103を所定部位に固定する横桁
材、105は周枠材、106は受板、107は路(床)
面に敷設する受枠を示し、図Bは前記強度部材101が
縞鋼板108及び平鋼板109,109′の溶接構造か
ら成ることを示している。More specifically, in order to know an example of forming a steel grating, in FIG. A 101 is a strength member made of H-shaped steel having a welded structure having a non-slip pattern 102 on an exposed upper surface, 1
Reference numeral 03 is an auxiliary material having a rectangular cross section, 104 is a cross girder material for fixing the strength member 101 and the auxiliary material 103 to predetermined portions, 105 is a peripheral frame material, 106 is a receiving plate, 107 is a road (floor)
FIG. 2B shows that the strength member 101 has a welded structure of striped steel plates 108 and flat steel plates 109 and 109 '.
鋼材を縦横の格子状に組み合せて一体化するには結局こ
のような溶接作業以外は不適当である。板金プレスや打
抜きなどの工法は立体的な構成を要する形状には適用不
可能であるし、鋳造法や鍛造法による製造では軽量化の
要望に逆行するだけのことである。In the end, it is not suitable to combine and integrate steel materials in the form of vertical and horizontal lattices except for such welding work. Construction methods such as sheet metal pressing and punching cannot be applied to shapes that require a three-dimensional structure, and production by casting or forging simply goes against the demand for weight reduction.
最近は強化プラスチック(以下「FRP」という)の開
発と共に、その軽量性や耐食性が使用上きわめて好まし
い特性のある点に注目を集め、広範囲に亘って適用され
るようになった。Recently, along with the development of reinforced plastics (hereinafter referred to as "FRP"), attention has been paid to the fact that their lightness and corrosion resistance are extremely favorable properties for use, and they have been applied to a wide range of applications.
FRPを主要部材としたグレーチングはプレスで一体に
成形したもの、或いは引抜成形した部材を一定間隔にな
るように補助部材を用いて組立てたものが知られてい
る。As the grating having FRP as a main member, it is known that it is integrally molded by a press, or that the pultruded members are assembled by using auxiliary members so as to have a constant interval.
第5図はプレスで一体的に加工したもので金型によって
格子状のグレーチングを成形している。この点はFRP
が鉄鋼材料を凌ぐ有利な点と言える。FIG. 5 shows an integrally processed product formed by a press, and a grid-like grating is formed by a die. This point is FRP
Can be said to be an advantage over steel materials.
第6図は組立方式の一例を示し、I字形の引抜材1aを
スペーサ5に穿設した差込孔へ平行に横から挿通し、見
掛け上、簀の子板状に組立てたものである。FIG. 6 shows an example of an assembling method, in which the I-shaped pullout material 1a is inserted into the insertion hole formed in the spacer 5 from the side in parallel and is apparently assembled in the shape of a cage.
[考案が解決しようとする課題] 鋼板が他の材料に比べて有利なのはその単価が比較的低
廉であり、強度,剛性が高く、加工性とくに溶接性に勝
れている点にある。しかしながら鋼板製のグレーチング
がいかに煩瑣な手作業を必要とするかという点を先の引
用例によって見てみると、 (イ)まず鋼製桁材101を製作する。そのためには平
鋼板109′の上にT形に平鋼板109を直角に立てて
線溶接または点溶接で固着する。次に反転して縞鋼板1
08(102)を平鋼板109の上に直角に溶接する。[Problems to be solved by the invention] Steel plates are advantageous over other materials in that their unit price is relatively low, they have high strength and rigidity, and they excel in workability, especially in weldability. However, looking at the point that how the steel plate grating requires complicated manual work, the following reference example shows that (a) first, the steel girder material 101 is manufactured. For that purpose, the flat steel plate 109 is erected at a right angle on the flat steel plate 109 'and fixed by wire welding or spot welding. Then flip over and striped steel plate 1
08 (102) is welded onto the flat steel plate 109 at a right angle.
(ロ)断面矩形の補助材103を所定寸法に溶断して製
作する。(B) The auxiliary material 103 having a rectangular cross section is fused and manufactured to a predetermined size.
(ハ)横桁材104で鋼製桁材101と補助材103を
所定の位置に配置したのち、三者を一体的に溶接する。(C) After the steel girder material 101 and the auxiliary material 103 are arranged at predetermined positions by the horizontal girder material 104, the three members are integrally welded.
(ニ)所望の長さ幅に固定した全周を周枠材105で固
定溶接する。(D) The entire circumference fixed to a desired length and width is fixed and welded by the peripheral frame member 105.
(ホ)全体を受板106の上に載せて固定溶接する。(E) The whole is placed on the receiving plate 106 and fixedly welded.
(ヘ)さらに全体を受ける受枠107を路面に布設固定
する。(F) Further, the receiving frame 107 for receiving the whole is laid and fixed on the road surface.
というような手順が常識的に必要であり、さらに全体を
均一な厚さの捩れのない構造体にするため、各手順ごと
に注意深い芯出しや歪直しが必要であり、精密な手作業
を熟練者によって仕上げなければならない。Such procedures are common sense, and in addition, careful centering and re-distortion are required for each procedure in order to make the whole structure of uniform thickness and without twisting. Must be finished by someone.
このような低い生産性は熟練技能者の極端に不足する今
日、到底耐えることのできない課題である。Such low productivity is an extremely unbearable task in today's extreme shortage of skilled workers.
一方、FRPを材料に置き換えたときには当然煩瑣な溶
接作業からは免がれる。On the other hand, when the FRP is replaced with a material, it is naturally free from complicated welding work.
しかしながらプレスで一体的に加工する場合にはその大
きさが制約をうけ、ある一定以上の大きさのものは製造
できない。また成形材料の特性から考えても、ある一定
以上の大きさについては強度的に不十分であり実用に供
し難い。However, in the case of integrally working with a press, the size thereof is restricted, and it is impossible to manufacture a product having a certain size or more. Also, considering the characteristics of the molding material, the strength is insufficient for a certain size or more, and it is difficult to put it to practical use.
一方、引抜成形した部材はそれ自体に強度はあるが、一
定間隔に並べるため部材の重量が増えて経済性が劣化す
る。また組立ての構造から見て負荷を隣接部材へ伝え共
に支えるという機能に欠ける点があり、耐え得る集中荷
重の限界は高くない。On the other hand, the pultruded members have strength by themselves, but since they are arranged at regular intervals, the weight of the members increases and the economical efficiency deteriorates. In addition, there is a point that the function of transmitting the load to the adjacent members and supporting them together is lacking from the viewpoint of the assembled structure, and the limit of the concentrated load that can be endured is not high.
本考案は以上に述べた課題を解決するために煩瑣な手作
業を前提とする鋼材に代えてFRPを材料としつつも鋼
材に比べ強度,剛性,成形性について不利な点を特定の
構成によって補い、溶接固着に劣らず、負荷を全体へ直
接伝達する構造のグレーチングの提供を目的とする。In order to solve the problems described above, the present invention uses FRP instead of steel, which is premised on complicated manual work, but compensates for disadvantages in strength, rigidity, and formability compared with steel by a specific configuration. The purpose of the present invention is to provide a grating having a structure in which the load is directly transferred to the whole, not less than welding fixation.
[課題を解決するための手段] 本考案に係るFRP製グレーチングは、FRP材を引抜
成形した断面ほぼI字形であり、表面が水平面13A、
13B、裏面は勾配面14A、14Bよりなる上下のフ
ランジ11A、11Bと両フランジ間の垂直なウェブ1
2よりなる主桁1と、該主桁1の側面と直交する両端面
が前記勾配面14A、14Bと適合する勾配面22A、
22Bを上下に具え、その間を前記ウェブ12と同一長
さの垂直面23で繋いで形成する桁体および該桁体と直
交する別の桁体を相互に一定距離隔てて縦横に交叉する
形状に強化プラスチック材をプレス成形し、主桁1を複
数個平行に並べた間に嵌合する格子体2よりなり、主桁
のウェブに穿孔した取付孔を貫通するボルト3と側面の
ナット4によって分解自在に一体締結したことによって
前記の課題を解決した。[Means for Solving the Problem] The FRP grating according to the present invention has a substantially I-shaped cross section formed by drawing an FRP material, and has a horizontal surface 13A.
13B, the back surface is upper and lower flanges 11A and 11B composed of inclined surfaces 14A and 14B, and a vertical web 1 between both flanges.
A main girder 1 made of two, and both end surfaces orthogonal to the side surface of the main girder 1 and the sloped surfaces 22A, which match the sloped surfaces 14A, 14B.
22B is provided on the upper and lower sides, and a girder body formed by connecting between them with a vertical surface 23 having the same length as the web 12 and another girder body orthogonal to the girder body are crossed vertically and horizontally at a certain distance from each other. A reinforced plastic material is press-molded and is composed of a grid body 2 that fits between a plurality of main girders 1 arranged in parallel, and is disassembled by a bolt 3 and a nut 4 on the side surface that penetrate a mounting hole formed in the web of the main girder. The above problem was solved by freely and integrally fastening.
またより具体的に主桁の上フランジ表面と格子体の上面
とがほぼ同一面を形成して一体的に締結していることも
併せ開示した。Further, more specifically, it is also disclosed that the upper flange surface of the main girder and the upper surface of the lattice form substantially the same surface and are integrally fastened.
[作用と実施例] 第1図は本考案の最も好ましい実施例の一つを示す斜視
図である。また、第2図は第1図のA−A断面図であ
る。[Operation and Embodiment] FIG. 1 is a perspective view showing one of the most preferred embodiments of the present invention. 2 is a sectional view taken along the line AA of FIG.
図において断面ほぼI形の主桁1はFRPを引抜成形に
よって製造している。FRPを引抜成形したときの特徴
は基材であるプラスチック内に含まれるガラス繊維の向
きが引抜方向へ強制的に整合するから、引抜方向に対し
て非常に大きな強度をもつ特性がある。しかし短所とし
て成形性が二次面だけに限定されるから、長尺物には適
当だがその他の立体的な成形は難しいという点が挙げら
れる。In the figure, the main girder 1 having a substantially I-shaped cross section is manufactured by FRP drawing. The characteristic of the FRP formed by pultrusion is that the glass fibers contained in the plastic material, which is the base material, are forcedly aligned in the pultrusion direction, so that the FRP has a very large strength in the pultrusion direction. However, the disadvantage is that the moldability is limited only to the secondary surface, so it is suitable for long products, but other three-dimensional molding is difficult.
一方、所望の間隔をおいて平行に並べた該主桁の間へ嵌
合したのが格子体2であり、FRPをプレス成形して製
造する。この場合の特徴はプレスの金型のとおりの立体
成形品が大量に製造できるが、プラスチック内に含まれ
るガラス繊維(ガラスチョップ)は無方向性を保ったま
ま固形化し、強度,剛性を比較すると軸方向では主桁が
格子体の2〜3倍の値を示すのが普通である。On the other hand, the lattice body 2 is fitted between the main girders arranged in parallel at desired intervals, and is manufactured by press molding the FRP. The characteristic of this case is that a three-dimensional molded product can be manufactured in a large amount just like a press die, but the glass fibers (glass chops) contained in the plastic solidify while maintaining non-directionality, and comparing strength and rigidity. In the axial direction, the main girder usually has a value that is 2 to 3 times that of the lattice.
主桁1はさらに上下のフランジ11A,11Bと両者を
繋ぐ垂直のウェブ12とよりなり、両フランジの上下の
表面13A,13Bは水平であるがその裏面14A,1
4Bはそれぞれウェブに向って傾斜する勾配面を形成し
ている。The main girder 1 further comprises upper and lower flanges 11A and 11B and a vertical web 12 connecting them, and upper and lower surfaces 13A and 13B of both flanges are horizontal, but their rear surfaces 14A and 1B.
4B each form a sloped surface that is inclined toward the web.
また格子体2の上面21は水平面で形成されるが第4図
の斜視図で示すように、主桁1の長手方向の側面と直交
する側端面は斜めに落込んで上下のフランジ裏面14
A、14Bと面接触する勾配面22A、22Bおよびウ
ェブ12と面接触する垂直面23とで形成される。この
主桁と格子体とを組合せて一体的に締結すると、主桁の
高強度と格子体の荷重伝達性が相互に補完し合う作用が
生じる。Further, the upper surface 21 of the lattice 2 is formed as a horizontal surface, but as shown in the perspective view of FIG. 4, the side end surface orthogonal to the longitudinal side surface of the main girder 1 is slanted down and the upper and lower flange rear surfaces 14 are formed.
It is formed by the inclined surfaces 22A and 22B that are in surface contact with A and 14B and the vertical surface 23 that is in surface contact with the web 12. When the main girder and the lattice body are combined and integrally fastened, the high strength of the main girder and the load transferability of the lattice body complement each other.
すなわち先に引用した鉄鋼性のグレーチングにおける線
溶接ではなく、三面密着による面接触であるから、上面
に負荷がかかった場合、荷重を伝達する有効面積ははる
かに大きく強度上の信頼性が高い。That is, the line welding is not the above-mentioned line welding in the steel-based grating, but the three-sided surface contact, so that when a load is applied to the upper surface, the effective area for transmitting the load is much larger and the reliability in strength is high.
なお最も望ましい嵌合の態様としては主桁1の上フラン
ジの表面13Aと格子体の上面21とがほぼ同一水平面
上に一致することが推賞できるが、荷重を受ける有効性
を考えると、もはや説明は不要と考えられる。As the most desirable mode of fitting, it can be suggested that the surface 13A of the upper flange of the main girder 1 and the upper surface 21 of the lattice are substantially on the same horizontal plane, but considering the effectiveness of receiving a load, it is no longer explained. Is considered unnecessary.
一体的に締結するには主桁のウェブ12に穿孔した取付
孔15にボルト3を貫通しナット4によって両側面から
螺合するのが簡便な手段である。このボルトおよびナッ
トはSUS304等の鋼製でもよく、FRP製であって
もよい。In order to fasten them integrally, it is a simple means to penetrate the bolt 3 through the mounting hole 15 formed in the web 12 of the main girder and screw the bolts 3 from both sides with the nut 4. The bolts and nuts may be made of steel such as SUS304 or FRP.
第3図A,Bは主桁1の変形例であって断面ほぼI字形
の形状には、この図のように左右不均等またはダブルウ
ェブ型を採用してよい結果の得られる場合もある。FIGS. 3A and 3B are modified examples of the main girder 1, and in the case of the shape having a substantially I-shaped cross section, there may be a case where the right and left unevenness or the double web type may be adopted as shown in FIG.
[考案の効果] 本考案のグレーチングは以上に述べた構成作用からなる
ため、任意の長さに成形できる主桁と小型に製造した格
子体とを任意の数だけ組合わせ、全体として長さ,幅と
も任意の大きさのグレーチングを組立てることができ
る。しかも、どのような大きさであっても主桁と格子体
との荷重伝達機能が改善されているから、高い耐力を具
え強度上きわめて有利である。逆に格子体は荷重を主桁
へ伝達させる機能を満足する強度で足りるから、従来に
比べて低品質の材料を適用できるとも言える。[Effects of the Invention] Since the grating of the present invention has the above-described constituent effects, the main girder which can be formed into an arbitrary length and the lattice body which is manufactured in a small number are combined in an arbitrary number, and the overall length, It is possible to assemble a grating of any width and any size. In addition, since the load transmission function between the main girder and the lattice is improved regardless of the size, it has a high yield strength and is extremely advantageous in strength. On the contrary, since the lattice body is sufficient in strength to satisfy the function of transmitting the load to the main girder, it can be said that a lower quality material can be applied than the conventional one.
すなわち本考案ではFRPの成形方法の相違に基づく材
料強度の相違を組合わせたユニークな構成と、溶接固着
に劣らないほどがたつきのない堅牢な受圧面の接触形態
によって鋼板に対する劣性を補い優性を発揮する効果が
得られる。That is, in the present invention, the unique structure combining the difference in material strength based on the difference in the FRP forming method and the contact form of the robust pressure receiving surface with no rattling as much as the welding fixation compensate for the inferiority to the steel plate and the superiority. The effect to show is acquired.
また、このような汎用性が広いにも拘らず主桁や格子体
は個別の部材としては標準化が容易であり大量生産に好
適であるという効果も得られる。Further, in spite of such wide versatility, the main girder and the lattice body can be easily standardized as individual members and can be suitable for mass production.
また主桁が強度の大きい引抜成形品であるから長いスパ
ンの用途に適合できるし、格子体が主桁と三面で当接し
て嵌合しているから、部材のゆるみがなく荷重の隣接部
材への伝達機能は一層高くなる。また、両部材の上面が
同一平面を成形できるため、従来から用いられる主桁の
上に格子体を載せる方法に比べ、全体の高さを低減させ
ることができる。さらに主桁と格子体とを第2図のよう
に螺合して締結する態様であれば、主桁の中央に穿孔す
るだけで足り、格子体は一体成形のままで使えるから時
間と経費の節約となる。Also, since the main girder is a pultruded product with high strength, it can be used for long span applications, and since the lattice body is abutted and fitted on the main girder on three sides, there is no looseness of the member and it can be used for adjacent members under load. The transmission function of is further enhanced. Further, since the upper surfaces of both members can be formed in the same plane, the overall height can be reduced as compared with the conventional method of placing the lattice on the main girder. Further, in the case where the main girder and the lattice body are screwed together and fastened as shown in FIG. 2, it suffices to drill a hole in the center of the main girder, and the lattice body can be used as it is integrally formed, which saves time and cost. Saves money.
また本考案に係るグレーチングは一旦組立てられても容
易に元の部材ごとに分解できるから、用済後分解して保
存し、再度組立て直して再使用することもできるし、組
立後、設計変更を余儀なくされても急拠この変更に対応
することもでき、引用例のように一旦製作すればもはや
どうにも改変できない性質と全く異なる特徴である。Further, since the grating according to the present invention can be easily disassembled into individual members even after being assembled, it can be disassembled and stored after use, and can be reassembled and reused. Even if it is unavoidable, it is possible to respond to this change urgently, and it is a characteristic completely different from the property that once manufactured it can no longer be modified.
第1図は本考案の実施例を示す斜視図、第2図は第1図
のA−A垂直断面図、第3図A,Bは主桁の別の実施例
を示す断面図、第4図は実施例の組み立てる前の格子体
だけを示す斜視図、第5図と第6図はそれぞれ別の従来
技術を示す斜視図、第7図A、Bはさらに別の従来技術
を示す斜視図と一部の垂直断面図。 1……主桁、2……格子体 3……ボルト、4……ナット 11……フランジ、12……ウェブ 13……フランジの表面 14……フランジの裏面 15……ウェブの取付孔、21……格子体の上面 22……勾配面、23……垂直面FIG. 1 is a perspective view showing an embodiment of the present invention, FIG. 2 is a vertical sectional view taken along the line AA in FIG. 1, and FIGS. 3A and 3B are sectional views showing another embodiment of the main girder. FIG. 7 is a perspective view showing only the lattice body before assembly of the embodiment, FIGS. 5 and 6 are perspective views showing different conventional techniques, and FIGS. 7A and 7B are perspective views showing still another conventional technique. And some vertical cross-sections. 1 …… Main girder, 2 …… Lattice body 3 …… Bolt, 4 …… Nut 11 …… Flange, 12 …… Web 13 …… Flange front surface 14 …… Flange back surface 15 …… Web mounting hole, 21 ...... Lattice top surface 22 …… Slope surface, 23 …… Vertical surface
Claims (2)
ぼI字形であり、表面が水平面13A、13B、裏面は
勾配面14A、14Bよりなる上下のフランジ11A、
11Bと両フランジ間の垂直なウェブ12よりなる主桁
1と、該主桁1の側面と直交する両端面が前記勾配面1
4A、14Bと適合する勾配面22A、22Bを上下に
具え、その間を前記ウェブ12と同一長さの垂直面23
で繋いで形成する桁体および該桁体と直交する別の桁体
を相互に一定距離隔てて縦横に交叉する形状に強化プラ
スチック材をプレス成形し、主桁1を複数個平行に並べ
た間に嵌合する格子体2よりなり、主桁のウェブに穿孔
した取付孔を貫通するボルト3と側面のナット4によっ
て分解自在に一体締結したことを特徴とする強化プラス
チック製グレーチング。1. An upper and lower flange 11A having a substantially I-shaped cross section formed by pultruding a reinforced plastic material, the front surface being horizontal surfaces 13A and 13B, and the back surface being inclined surfaces 14A and 14B.
11B and a main girder 1 formed of a vertical web 12 between both flanges, and both end surfaces orthogonal to the side surface of the main girder 1 are the inclined surfaces 1
4A and 14B are provided with upper and lower sloped surfaces 22A and 22B, and a vertical surface 23 having the same length as the web 12 is provided between them.
While a plurality of main girders 1 are arranged in parallel by press-molding a reinforced plastic material into a shape in which a girder formed by connecting with each other and another girder orthogonal to the girder intersect each other at a constant distance in the vertical and horizontal directions. A grating made of a reinforced plastic, which is composed of a lattice body 2 that fits in the main girder, and is integrally fastened by a bolt 3 and a nut 4 on a side surface that penetrate through a mounting hole formed in the web of the main girder so as to be disassembled.
の上面21とがほぼ同一面を形成して一体的に締結して
いる実用新案登録請求の範囲第1項記載の強化プラスチ
ック製グレーチング。2. The upper flange surface 13A of the main girder 1 and the grid 2
The reinforced plastic grating according to claim 1, wherein the upper surface 21 and the upper surface 21 form substantially the same surface and are integrally fastened together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987101976U JPH0629265Y2 (en) | 1987-07-02 | 1987-07-02 | Reinforced plastic grating |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987101976U JPH0629265Y2 (en) | 1987-07-02 | 1987-07-02 | Reinforced plastic grating |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6410588U JPS6410588U (en) | 1989-01-20 |
| JPH0629265Y2 true JPH0629265Y2 (en) | 1994-08-10 |
Family
ID=31331458
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1987101976U Expired - Lifetime JPH0629265Y2 (en) | 1987-07-02 | 1987-07-02 | Reinforced plastic grating |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0629265Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6948664B2 (en) * | 2017-11-07 | 2021-10-13 | 西日本高速道路エンジニアリング中国株式会社 | Gutter lid |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59151907U (en) * | 1983-03-28 | 1984-10-11 | 石田 昭三 | grating |
-
1987
- 1987-07-02 JP JP1987101976U patent/JPH0629265Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6410588U (en) | 1989-01-20 |
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