JP2002356837A - Safety cover - Google Patents
Safety coverInfo
- Publication number
- JP2002356837A JP2002356837A JP2001162412A JP2001162412A JP2002356837A JP 2002356837 A JP2002356837 A JP 2002356837A JP 2001162412 A JP2001162412 A JP 2001162412A JP 2001162412 A JP2001162412 A JP 2001162412A JP 2002356837 A JP2002356837 A JP 2002356837A
- Authority
- JP
- Japan
- Prior art keywords
- frame
- safety cover
- pipe
- main frame
- shaped
- 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
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は水路、歩道路等の凹
溝にごみが入ったり、人が転落するのを防止する安全カ
バーに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a safety cover for preventing debris from entering a ditch in a waterway, a sidewalk or the like and preventing a person from falling down.
【0002】[0002]
【従来の技術】農業水路等のカバーとして実用新案登録
第1584567号(実公昭59−23794号)、実
公平4−34197号公報、実公平4−34198号公
報等に記載のものがある。2. Description of the Related Art Covers for agricultural waterways and the like are described in Utility Model Registration No. 1584567 (Japanese Utility Model Publication No. 59-23794), Japanese Utility Model Publication No. 4-34197, Japanese Utility Model Publication No. 4-34198, and the like.
【0003】これは図13に示すように、パイプにより
屋根形に形成した主フレーム1の内側に同じくパイプに
よる補助フレーム2を配置して、これで枠体3を形成す
る。この場合、該補助フレーム2はその途中が主フレー
ム1と部分的に結合し、ブレース的な存在となる。As shown in FIG. 13, an auxiliary frame 2 also formed of a pipe is arranged inside a main frame 1 formed in a roof shape by a pipe, thereby forming a frame 3. In this case, the auxiliary frame 2 is partially connected to the main frame 1 in the middle, and has a brace-like existence.
【0004】このような枠体3を、水路4の堰堤41に
設けたアングル状の金属製のベースプレート5を介して
適宜間隔で立設し、かつ、並列する枠体3の相互は主フ
レーム1を同じくパイプからなる横材としての継ぎフレ
ーム6で連結することにより、水路4の長さ方向に連結
する。そして、全体上面に鋼製網体によるカバーネット
7を布設した。[0004] Such frame members 3 are erected at appropriate intervals via an angle-shaped metal base plate 5 provided in a bank 41 of a waterway 4, and the frame members 3 arranged in parallel are connected to the main frame 1. Are connected in the longitudinal direction of the water channel 4 by connecting them with a joint frame 6 also as a cross member made of a pipe. Then, a cover net 7 made of a steel net was laid on the entire upper surface.
【0005】このように施工された図13のカバーは、
補助フレーム2で強度が増した枠体3を必要数増してい
くだけで容易に延設でき、全体としての強度もこの枠体
3が主として負担するので高く、例えば非常時などに人
間がカバーに乗っても安全に対処できる。[0005] The cover of FIG. 13 thus constructed is
The frame 3 whose strength has been increased by the auxiliary frame 2 can be easily extended simply by increasing the required number thereof, and the overall strength is high because the frame 3 mainly bears the force. Can safely deal with it.
【0006】[0006]
【発明が解決しようとする課題】しかし、前記図13に
示すカバーは枠体3は主フレーム1と補助フレーム2と
の2本のパイプからなるもので、部材点数が多いととも
に、これらフレーム相互を離脱しないように結合する必
要があり、前記実用新案登録第1584567号(実公
昭59−23794号)では、主フレーム1と補助フレ
ーム2とを一緒に取り囲むように帯状の締付けバンド8
により固定している。該締付けバンド8の端はボルト、
ナット22で止める。However, in the cover shown in FIG. 13, the frame 3 is composed of two pipes, the main frame 1 and the auxiliary frame 2, so that the number of members is large and these frames are connected to each other. It is necessary to connect the main frame 1 and the auxiliary frame 2 together so as to surround the main frame 1 and the auxiliary frame 2 together in the Utility Model Registration No. 1584567 (Japanese Utility Model Publication No. 59-23794).
It is fixed by. The end of the tightening band 8 is a bolt,
Stop with nut 22.
【0007】また、実公平4−34197号公報では適
宜な長さの短尺な鞘管を溶接で一方のフレームに取り付
け、他方のフレームをこの鞘管内に挿通させている。こ
のように枠体3は主フレーム1と補助フレーム2との2
本のパイプからなるのでは、組み立て等が面倒である。In Japanese Utility Model Publication No. 4-34197, a short sheath tube having an appropriate length is attached to one frame by welding, and the other frame is inserted through the sheath tube. As described above, the frame 3 is composed of the main frame 1 and the auxiliary frame 2.
If it is made of a book pipe, assembly is troublesome.
【0008】本発明の目的前記従来例の不都合を解消
し、主フレームのみで済むようにして、部材点数を減ら
し、組み立ての手間の簡素化、工期の短縮化とコストの
低減が可能で、また、強度的にも補助フレームを備えた
従来品に遜色がない安全カバーを提供することにある。[0008] The object of the present invention is to eliminate the disadvantages of the prior art and to use only the main frame, thereby reducing the number of members, simplifying the assembling labor, shortening the construction period and reducing the cost, and improving the strength. Another object of the present invention is to provide a safety cover having an auxiliary frame that is comparable to conventional products.
【0009】[0009]
【課題を解決するための手段】本発明は前記目的を達成
するため、第1に、円弧に湾曲するパイプ主フレームの
端部に補強材を嵌めて2重構造とし、その先端部分を平
坦にしてここにボルト挿通用の孔を穿設して枠体部材を
構成し、この枠体部材端部を凹溝側壁の上端部に固定さ
れた金属製のベースにボルト止めして複数の枠体部材を
適宜間隔で架設し、これら枠体部材に凹溝長さ方向に向
かうパイプ継ぎフレームを架け渡し、交差する主フレー
ムと継ぎフレームとは針金状弾性部材により結合し、こ
れらに金属製カバーネットを布設したことを要旨とする
ものである。SUMMARY OF THE INVENTION In order to achieve the above object, the present invention firstly provides a double structure by fitting a reinforcing material to an end of a pipe main frame which is curved into an arc, and flattening the end of the structure. A hole for bolt insertion is formed here to form a frame member, and an end of the frame member is bolted to a metal base fixed to an upper end portion of the concave groove side wall to form a plurality of frame members. The members are erected at appropriate intervals, a pipe joint frame extending in the length direction of the concave groove is bridged over these frame members, and the intersecting main frame and the joint frame are joined by a wire-like elastic member, and a metal cover net is attached to these. The main point is that the cable has been laid.
【0010】第2に、針金状弾性部材は、一方のパイプ
に掛け回す縦向き逆U字部分と、このU字部分の端部の
折り曲げ部分として他方のパイプに掛け回すU型湾曲部
と、さらにその先の延設直線部分とからなり、平行する
延設直線部分の先を湾曲させて突き合わせて一方のパイ
プに掛け回す開き可能な逆U字部分としたこと、第3
に、継ぎフレームは枠体部材の上に架設すること、第4
に、金属製のベースは適宜間隔を存して設置し、金属製
カバーネットの外側端部には網目を互い違いに縫うよう
に貫通して丸棒によるネット固定部材を配設し、このネ
ット固定部材を複数のベースに跨がって沿わせ、Jまた
はUボルトでベースにボルト止めすることを要旨とする
ものである。Secondly, the wire-like elastic member has a vertically inverted U-shaped portion looped around one pipe, and a U-shaped curved portion looped around the other pipe as a bent portion of an end of the U-shaped portion. And an openable inverted U-shaped portion that is formed by bending the ends of the parallel extending straight portions to butt and hang around one of the pipes.
In addition, the joint frame is to be installed on the frame member.
In addition, a metal base is installed at appropriate intervals, and a net fixing member made of a round bar is arranged at the outer end of the metal cover net so as to alternately sew the mesh, and this net fixing is performed. The gist of the invention is that the member is laid across a plurality of bases and bolted to the bases with J or U bolts.
【0011】請求項1記載の本発明によれば、枠体はパ
イプ主フレーム1本のみであり、補助フレームを必要と
しないので、部材点数が少なく、主フレームと補助フレ
ームとを結合する手間も不要である。そして、主フレー
ムは全体が円弧に湾曲する、いわゆるアーチ型として強
度的に安定し、しかも、取り付けのために端部を平坦に
して孔明けするとこの部分が脆弱部分となるおそれがあ
るが、補強材を嵌めて2重構造とすることでそのような
おそれがなく、一層強度的に信頼性の高いものとなる。According to the first aspect of the present invention, since the frame is only one pipe main frame and does not require an auxiliary frame, the number of members is small, and labor for connecting the main frame and the auxiliary frame is reduced. Not required. The main frame is curved in a circular arc as a whole, and is stable as a so-called arch type. In addition, if the end is flattened and drilled for mounting, this part may become a fragile part. There is no such a possibility by fitting the material into a double structure, and the strength is more reliable.
【0012】また、交差する主フレームと継ぎフレーム
とは針金状弾性部材で簡単に結合できる。Further, the intersecting main frame and joint frame can be easily connected by a wire-like elastic member.
【0013】請求項2記載の本発明によれば、前記作用
に加えて、針金状弾性部材はそのままの形状を利用して
主フレームと継ぎフレームとを迅速に結合できる。According to the second aspect of the present invention, in addition to the above-described operation, the main frame and the joint frame can be quickly connected by using the shape of the wire-like elastic member as it is.
【0014】請求項3記載の本発明によれば、継ぎフレ
ームはこれを上にして架設するので、仮押さえが必要と
ならずに針金状弾性部材を掛けることができ、また、こ
の継ぎフレーム自体も人等を支えることができるので強
度部材として利用することが可能となる。According to the third aspect of the present invention, since the splicing frame is erected with the spliced frame facing upward, the wire-like elastic member can be hung without the need for temporary holding. Can support a person or the like, and can be used as a strength member.
【0015】請求項4記載の本発明によれば、金属製カ
バーネットの外側端部は丸棒に対するJまたはUボルト
のボルト止めで引張力を加えながら、また、簡単にベー
スにボルト止めすることができ、平板をネット固定部材
としてこれをベースにボルト止めする場合に比べて、長
穴などを設けなくとも位置の微調整が楽にできる。According to the fourth aspect of the present invention, the outer end of the metal cover net is easily bolted to the base while applying a tensile force with a J or U bolt to the round bar. As compared with the case where a flat plate is used as a net fixing member and bolted to a base, fine adjustment of the position can be easily performed without providing a long hole or the like.
【0016】[0016]
【発明の実施の形態】以下、図面について本発明の実施
の形態を詳細に説明する。図1は本発明の安全カバーの
1実施形態を示す平面図、図2は同上側面図で、図3は
一部省略した正面図で、図中9は農業用水路、歩行路、
その他の凹溝であり、9aは凹溝9の側壁である。Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a plan view showing an embodiment of the safety cover of the present invention, FIG. 2 is an upper side view thereof, FIG. 3 is a partially omitted front view, and 9 in the figure is an agricultural waterway, a walking path,
Other grooves are provided, and 9a is a side wall of the groove 9.
【0017】凹溝9に人が転落したり、ごみが入ったり
するのを防止するために本発明の安全カバーが架設され
るが、枠体部材11は、円弧に湾曲するパイプ主フレー
ム10のみで構成し、従来の補助フレームを省略した。Although the safety cover of the present invention is installed to prevent a person from falling into the concave groove 9 and dust from entering, the frame member 11 is formed only by the pipe main frame 10 curved into an arc. And the conventional auxiliary frame is omitted.
【0018】パイプ主フレーム10の端部は円弧の延長
として直線部分となるが、この端部には図4に示すよう
に補強材12を嵌めて2重構造とした。補強材12はパ
イプ主フレーム10の端に外側から嵌めるパイプであ
り、一例として主フレーム10がφ19.1とすると、
2.3±以上の太さのもので、図5、図6に示すように
100〜150m/m程度(α部分)を残してその先端
を共に潰して平坦にしてここにボルト挿通用の孔13を
穿設した。該孔13は主フレーム10と補強材12を共
に潰した上で、一緒に貫通さればよい。The end of the pipe main frame 10 is a straight portion as an extension of an arc, and a reinforcing member 12 is fitted to this end as shown in FIG. 4 to form a double structure. The reinforcing member 12 is a pipe fitted to the end of the pipe main frame 10 from the outside. As an example, if the main frame 10 is φ19.1,
As shown in FIGS. 5 and 6, the tip is crushed together and flattened, leaving about 100 to 150 m / m (α portion) as shown in FIGS. 13 were drilled. The hole 13 may be formed by crushing both the main frame 10 and the reinforcing member 12 and then penetrating the same together.
【0019】図4中、14は横断面L型の金属製のベー
スであるが、ベース4は50cmの長さを有しており、
図9に示すように50cm間隔で凹溝9の側壁9aの上
端に固定部材としてのアンカーボルト15およびナット
により固定する。In FIG. 4, reference numeral 14 denotes a metal base having an L-shaped cross section. The base 4 has a length of 50 cm.
As shown in FIG. 9, an anchor bolt 15 as a fixing member and a nut are fixed to the upper end of the side wall 9a of the concave groove 9 at intervals of 50 cm.
【0020】また、ベース14の両端面には四角形の金
属製の取付プレート14aを溶接で設けて、全体を上
面、前面開放の横長箱体とした。この取付プレート14
aにもボルト挿通用の孔13′を穿設する。A rectangular metal mounting plate 14a is provided on both end surfaces of the base 14 by welding, so that the whole is a horizontally long box having an upper surface and an open front surface. This mounting plate 14
A hole 13 'for bolt insertion is also formed in a.
【0021】このようにして、前記枠体部材11の端部
をベース14の取付プレート14aに取付ボルト16で
ボルト止めして複数の枠体部材11を凹溝9上に適宜間
隔で架設し、これら枠体部材11に凹溝9の長さ方向に
向かうパイプ継ぎフレーム17を上に載置するようにし
て架け渡した。In this manner, the end portions of the frame member 11 are bolted to the mounting plate 14a of the base 14 with the mounting bolts 16, and the plurality of frame members 11 are erected on the concave grooves 9 at appropriate intervals. A pipe joint frame 17 extending in the length direction of the concave groove 9 was placed over these frame members 11 so as to be placed thereon.
【0022】本実施形態では継ぎフレーム17は主フレ
ーム10の円弧に沿って3本を間隔を存して平行させ、
交差する主フレーム10と継ぎフレーム17とは針金状
弾性部材18により結合する。In the present embodiment, three splicing frames 17 are arranged in parallel along the arc of the main frame 10 at intervals.
The intersecting main frame 10 and joining frame 17 are joined by a wire-like elastic member 18.
【0023】図10、図11に針金状弾性部材18の詳
細を示すと、一方のパイプに掛け回す縦向き逆U字部分
18aと、この縦向き逆U字部分18aの端部の折り曲
げ部分として他方のパイプに掛け回すU型湾曲部18b
と、さらにその先の延設直線部分18cとからなり、平
行する延設直線部分18cの先を湾曲させて突き合わせ
て一方のパイプに掛け回す開き可能な逆U字部分18d
とした。FIGS. 10 and 11 show the details of the wire-like elastic member 18. As shown in FIG. U-shaped curved portion 18b hung around the other pipe
And an extended U-shaped portion 18d which is formed by curving the ends of the parallel extending linear portions 18c and abutting them on one of the pipes to wrap around one of the pipes.
And
【0024】開き可能な逆U字部分18dから全体を開
いて、縦向き逆U字部分18aを主フレーム10の上に
位置する継ぎフレーム17に掛け回し、そのままU型湾
曲部18bを主フレーム10の下から掛け回して延設直
線部分18cを斜め上方へもってきて、最後に開き可能
な逆U字部分18dを継ぎフレーム17に引っかけて掛
け回す。The entirety is opened from the openable inverted U-shaped portion 18d, the vertical inverted U-shaped portion 18a is wrapped around the joint frame 17 located on the main frame 10, and the U-shaped curved portion 18b is directly connected to the main frame 10 as it is. To extend the extended straight portion 18c obliquely upward, and finally hook the openable inverted U-shaped portion 18d on the joint frame 17 and hang it.
【0025】このようにして主フレーム10に継ぎフレ
ーム17を固定したならば、これらに金属製カバーネッ
ト19を布設するが、図7に示すように、金属製カバー
ネット19の外側端部には網目を互い違いに縫うように
貫通して丸棒20によるネット固定部材を配設してお
く。After the joining frame 17 is fixed to the main frame 10 in this way, a metal cover net 19 is laid on these, and as shown in FIG. A net fixing member by the round bar 20 is provided so as to penetrate the mesh so as to alternately sew the mesh.
【0026】前記のごとく、金属製のベース14は適宜
間隔を存して設置されており、この複数のベース14に
跨がって丸棒20を沿わせ、JまたはUボルト21でベ
ース14の垂直片部にボルト止めする。As described above, the metal bases 14 are provided at appropriate intervals, and the round bar 20 is laid across the plurality of bases 14 and the bases 14 are Bolt to the vertical piece.
【0027】このようにして構成された本発明の安全カ
バーによる検討結果を下記に示す。The results of a study using the thus constructed safety cover of the present invention are shown below.
【0028】設計条件は下記の通りである。(図12参
照) 開きょ幅 SH:O.900m 支間長 L:1.010m フレーム間ピッチ P:0.500m フレーム高さ f:O.291m 積雪深 H:O.500m 積雪単位重量 γ:350kg/ m3 使用部材 パイプ:19.1×1.2φ t (mm) 使用部材断面 外径 d :19.1φ 内径 d1:16.7φ 厚み t :1.2mmThe design conditions are as follows. (See Figure 12
Opening width SH: O.900m Span length L: 1.010m Pitch between frames P: 0.500m Frame height f: O.291m Snow depth H: O.500m Snow unit weight γ: 350kg / m3 Material used Pipe: 19.1 × 1.2φ t (mm) Cross section of material used Outer diameter d: 19.1φ Inner diameter d1: 16.7φ Thickness t : 1.2mm
【0029】フレームにかかる荷重 w=γ・H・P =350 ×0.500 ×0.500 =87.5kg/mLoad applied to the frame w = γ · HP = 350 × 0.500 × 0.500 = 87.5 kg / m
【0030】◇断面積 ; Fs(cm2) Fs=π(d2-d1 2)/4 =0.785 (d2-d1 2) =0.785 ×(1.912-1.672) =0.674(cm2) ◇断面2次モーメント ; Is (cm4 ) Is=π (d4 −d1 4)/64 =0.0491 (d4 −d1 4) =0.0491×(1.914-1.674) =0.272(cm4) ◇断面係数 ; G(cm3) G=π (d4 −d1 4)/32d =0.0982×( d4 −d1 4)/d4 =0.0982×1.914 −1.674 /1.91 =0.284 (cm3)[0030] ◇ sectional area; Fs (cm 2) Fs = π (d 2 -d 1 2) / 4 = 0.785 (d 2 -d 1 2) = 0.785 × (1.91 2 -1.67 2) = 0.674 (cm 2 ) ◇ the second moment; Is (cm 4) Is = π (d 4 -d 1 4) / 64 = 0.0491 (d 4 -d 1 4) = 0.0491 × (1.91 4 -1.67 4) = 0.272 (cm 4 ) ◇ section modulus; G (cm 3) G = π (d 4 -d 1 4) / 32d = 0.0982 × (d 4 -d 1 4) / d4 = 0.0982 × 1.91 4 -1.67 4 /1.91 = 0.284 (cm 3 )
【0031】最大曲げモーメント Ms=wL2/8 ・μ/( 1+μ) =0.875 ×1012/8×0.000894/(1 十0.000894) =0.997(kg・cm) μ=15/8 ・ 1/f2 ・ Is/Fs =15/8 ・ 1/29.12 ・ 0.272/0.674 =0.000894The maximum bending moment Ms = wL 2/8 · μ / (1 + μ) = 0.875 × 101 2 /8×0.000894/(1 tens 0.000894) = 0.997 (kg · cm ) μ = 15/8 · 1 / f 2・ Is / Fs = 15/8 ・ 1 / 29.1 2・ 0.272 / 0.674 = 0.000894
【0032】曲げ応力度 σ=Ms/G=0.997/0.284 =3.51(kg/ cm2) ∴σ<σa =2400kg/cm2 ( 許容応力度) …………OKBending stress σ = Ms / G = 0.997 / 0.284 = 3.51 (kg / cm 2 ) ∴σ <σa = 2400 kg / cm 2 (Allowable stress) OK
【0033】支点の応力 水平応力 H=wl2 / 8f(1+μ) =0.875 ×1012/(8×29.1×1.000894) =38.31 kg ∴H<PL =320 kg/ cm2(アンカー剪断最大荷
重)…………OKThe fulcrum of the stress horizontal stress H = wl 2 / 8f (1 + μ) = 0.875 × 101 2 /(8×29.1×1.000894) = 38.31 kg ∴H <P L = 320 kg / cm 2 ( anchor shear maximum load) …………OK
【0034】積雪荷重 S=γ・L ′・H =350 ×L1×L2×0.5 =350 ×1.01×1 ×0.5 =176.75(kg) L ′;屋根の水平投影面積 (L ′=L1×L2)The snow load S = γ · L '· H = 350 × L 1 × L 2 × 0.5 = 350 × 1.01 × 1 × 0.5 = 176.75 (kg) L'; horizontal projection area of the roof (L '= L 1 × L 2 )
【0035】風荷重 水平方向の風として計算 W=Pw・f ・2P =q ・Cf・f ・2P =q ・(Cpe-Cpi) ・f ・2P =60√f(1.4kz-0 )・f・2P =60√0.291(1.4 ×1)×0.291 ×2 ×0.5 =13.186 (kg) Pw; 風圧力 q;速度圧 Cf; 風力係数 Cpe;外圧係数 Cpi;内圧係数 Kz; 平坦地と仮定。f ≦5mであれば kz=1.0として算定Wind load Calculated as horizontal wind W = Pw · f · 2P = q · Cf · f · 2P = q · (Cpe−Cpi) · f · 2P = 60√f (1.4kz-0) · f・ 2P = 60√0.291 (1.4 × 1) × 0.291 × 2 × 0.5 = 13.186 (kg) Pw; Wind pressure q; Speed pressure Cf; Wind pressure coefficient Cpe; External pressure coefficient Cpi; Internal pressure coefficient Kz; If f ≤ 5m, calculate as kz = 1.0
【0036】地震力 K=(Gp +S)×Q =(Gp +S)×Ci×Gp =(Gp +S)・Z ・Rt・Ai・Co・Gp =(11.23+176.75) ×O.9 ×1 ×Ai×0.2 ×11.23 =379.98×Ai =379.98 (kg) Gp; 自重(11.23kg) Ci: 地震層剪断力係数 Z;地域係数 Rt; 振動特定係数 Ai; 高さ方向分布係数 1 階は1.0 で算定 Co; 標準剪断力係数Seismic force K = (Gp + S) × Q = (Gp + S) × Ci × Gp = (Gp + S) · Z · Rt · Ai · Co · Gp = (11.23 + 176.75) × 0.9 × 1 × Ai × 0.2 × 11.23 = 379.98 × Ai = 379.98 (kg) Gp; Own weight (11.23kg) Ci: Seismic layer shear force coefficient Z; Regional coefficient Rt; Vibration specific coefficient Ai; Height distribution coefficient Calculated Co; Standard shear coefficient
【0037】許容応力度計算 1)長期応力(常時)σc=Gp+S =11.23+176.75 =187.9(kg) ∴σc <1600 kg/cm2(長期許容応力度) ……OK 短期応力(積雪時)σts=Gp +S =11.23+176.75 =187.98(kg) ∴σc <2400 kg/cm2(短期許容応力度) ……OK (暴風時) σtw=Gp +3.5S+W =11.23+3.5 ×176.75+13.186 =643.04 (kg) ∴σtw<2400 kg/cm2(短期許容力度) ……0K (地震時) σtk=Gp +0.35S +K =11.23+0.35×176.75+379.98 =453.07(kg) ∴σtk<2400 kg/cm2(短期許容応力度)……0KCalculation of allowable stress 1) Long-term stress (constant) σc = Gp + S = 11.23 + 176.75 = 187.9 (kg) ∴σc <1600 kg / cm 2 (long-term allowable stress) …… OK Short-term stress (snow ) Ts = Gp + S = 11.23 + 176.75 = 187.98 (kg) ∴ σc <2400 kg / cm 2 (short-term allowable stress) ... OK (during storms) σtw = Gp + 3.5S + W = 11.23 + 3.5 × 176.75 +13.186 = 643.04 (kg) ∴σtw <2400 kg / cm 2 (short-term allowable power) …… 0K (at the time of earthquake) σtk = Gp + 0.35S + K = 11.23 + 0.35 × 176.75 + 379.98 = 453.07 (kg) ∴σtk <2400 kg / cm 2 (short term allowable stress) …… 0K
【0038】上記計算結果より、仮定部材(パイプ19.1
φ×1.2t) を主フレーム10での主要部材として使用し
ても問題がない。From the above calculation results, the assumed member (pipe 19.1)
There is no problem even if (φ × 1.2t) is used as a main member of the main frame 10.
【0039】[0039]
【発明の効果】以上述べたように本発明の安全カバー
は、凹溝(水路等)に人が落ちたりごみが入るのを防止
できるものとして、主フレームのみで済むようにして、
部材点数を減らし、組み立ての手間の簡素化、工期の短
縮化とコストの低減が可能で、また、強度的にも補助フ
レームを備えた従来品に遜色がないものである。As described above, the safety cover of the present invention can prevent a person from falling into a concave groove (a water channel or the like) or entering dust, so that only the main frame is required.
The number of members can be reduced, the labor for assembling can be simplified, the construction period can be shortened, and the cost can be reduced. In addition, the strength is comparable to that of a conventional product having an auxiliary frame.
【図1】本発明の安全カバーの1実施形態を示す平面図
である。FIG. 1 is a plan view showing one embodiment of a safety cover of the present invention.
【図2】本発明の安全カバーの1実施形態を示す側面図
である。FIG. 2 is a side view showing an embodiment of the safety cover of the present invention.
【図3】本発明の安全カバーの1実施形態を示す一部省
略した正面図である。FIG. 3 is a partially omitted front view showing an embodiment of the safety cover of the present invention.
【図4】本発明の安全カバーの1実施形態を示すベース
部分の斜視図である。FIG. 4 is a perspective view of a base portion showing one embodiment of the safety cover of the present invention.
【図5】主フレーム端部の制作過程を示す説明図であ
る。FIG. 5 is an explanatory view showing a production process of an end of a main frame.
【図6】主フレーム端部の縦断側面図である。FIG. 6 is a vertical sectional side view of an end of a main frame.
【図7】本発明の安全カバーの1実施形態を示す説明図
である。FIG. 7 is an explanatory view showing one embodiment of the safety cover of the present invention.
【図8】本発明の安全カバーの1実施形態を示すベース
部分の正面図である。FIG. 8 is a front view of a base portion showing one embodiment of the safety cover of the present invention.
【図9】本発明の安全カバーの1実施形態を示すベース
設置状態の斜視図である。FIG. 9 is a perspective view of a base installed state showing one embodiment of the safety cover of the present invention.
【図10】主フレームと継ぎフレームとの結合で針金状
弾性部材の使用を示す止め前段階の斜視図である。FIG. 10 is a perspective view of a stage before stopping showing the use of a wire-like elastic member in the connection between the main frame and the joining frame.
【図11】主フレームと継ぎフレームとの結合で針金状
弾性部材の使用を示す止め後段階の斜視図である。FIG. 11 is a perspective view of a post-stop stage showing the use of a wire-like elastic member in the connection between the main frame and the joining frame.
【図12】設計条件計算のための説明図である。FIG. 12 is an explanatory diagram for calculating design conditions.
【図13】従来例を示す正面図である。FIG. 13 is a front view showing a conventional example.
1…主フレーム 2…補助フ
レーム 3…枠体 4…水路 5…ベースプレート 6…継ぎフレーム 7…カバー
ネット 8…締付けバンド 9…ボルト
・ナット 9…凹溝 9a…側壁 10…主フレーム 11…枠体
部材 12…補強材 13,1
3′…孔 14…ベース 14a…取
付プレート 15…アンカーボルト 16…取付
ボルト 17…継ぎフレーム 18…針金
状弾性部材 18a…縦向き逆U字部分 18b…U
型湾曲部 18c…延設直線部分 18d…開
き可能な逆U字部分 19…金属製カバーネット 20…丸棒 21…JまたはUボルト 22…ボル
ト・ナット 41…堰堤DESCRIPTION OF SYMBOLS 1 ... Main frame 2 ... Auxiliary frame 3 ... Frame 4 ... Water channel 5 ... Base plate 6 ... Joint frame 7 ... Cover net 8 ... Tightening band 9 ... Bolt / Nut 9 ... Depressed groove 9a ... Side wall 10 ... Main frame 11 ... Frame Member 12 ... Reinforcing material 13,1
3 '... hole 14 ... base 14a ... mounting plate 15 ... anchor bolt 16 ... mounting bolt 17 ... joint frame 18 ... wire-like elastic member 18a ... vertical inverted U-shaped portion 18b ... U
Mold curved portion 18c ... Extended linear portion 18d ... Openable inverted U-shaped portion 19 ... Metal cover net 20 ... Round bar 21 ... J or U bolt 22 ... Bolt / nut 41 ... Dike
Claims (4)
に補強材を嵌めて2重構造とし、その先端部分を平坦に
してここにボルト挿通用の孔を穿設して枠体部材を構成
し、この枠体部材端部を凹溝側壁の上端部に固定された
金属製のベースにボルト止めして複数の枠体部材を適宜
間隔で架設し、これら枠体部材に凹溝長さ方向に向かう
パイプ継ぎフレームを架け渡し、交差する主フレームと
継ぎフレームとは針金状弾性部材により結合し、これら
に金属製カバーネットを布設したことを特徴とする安全
カバー。1. A frame member is formed by fitting a reinforcing material to an end of a pipe main frame curved into an arc to form a double structure, flattening a tip portion thereof, and drilling a hole for bolt insertion therethrough. Then, the frame member ends are bolted to a metal base fixed to the upper end of the groove side wall, and a plurality of frame members are erected at appropriate intervals. A safety cover, comprising: a pipe joint frame extending over the main frame; a main frame and a joint frame intersecting each other are connected by a wire-like elastic member, and a metal cover net is laid on the main frame and the joint frame.
回す縦向き逆U字部分と、このU字部分の端部の折り曲
げ部分として他方のパイプに掛け回すU型湾曲部と、さ
らにその先の延設直線部分とからなり、平行する延設直
線部分の先を湾曲させて突き合わせて一方のパイプに掛
け回す開き可能な逆U字部分とした請求項1記載の安全
カバー。2. A wire-shaped elastic member includes a vertically inverted U-shaped portion looped around one pipe, a U-shaped curved portion looped around the other pipe as a bent portion of an end of the U-shaped portion, and a U-shaped bent portion. 2. The safety cover according to claim 1, wherein said safety cover is an openable inverted U-shaped portion which comprises a front extending straight portion, and wherein the ends of said parallel extending straight portions are curved and abutted and hang around one of said pipes.
請求項1または請求項2記載の安全カバー。3. The safety cover according to claim 1, wherein the joint frame is provided on the frame member.
し、金属製カバーネットの外側端部には網目を互い違い
に縫うように貫通して丸棒によるネット固定部材を配設
し、このネット固定部材を複数のベースに跨がって沿わ
せ、JまたはUボルトでベースにボルト止めする請求項
1ないし請求項3記載の安全カバー。4. A metal base is installed at an appropriate interval, and a net fixing member made of a round bar is provided at an outer end of the metal cover net so as to sew the mesh alternately. 4. The safety cover according to claim 1, wherein the net fixing member extends over a plurality of bases and is bolted to the bases with J or U bolts.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001162412A JP3597489B2 (en) | 2001-05-30 | 2001-05-30 | safety cover |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001162412A JP3597489B2 (en) | 2001-05-30 | 2001-05-30 | safety cover |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2002356837A true JP2002356837A (en) | 2002-12-13 |
JP3597489B2 JP3597489B2 (en) | 2004-12-08 |
Family
ID=19005540
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP2001162412A Expired - Lifetime JP3597489B2 (en) | 2001-05-30 | 2001-05-30 | safety cover |
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Country | Link |
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JP (1) | JP3597489B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008163600A (en) * | 2006-12-27 | 2008-07-17 | Nippon Steel & Sumikin Metal Products Co Ltd | Fence with easily-detachable panel |
JP2011182648A (en) * | 2010-03-04 | 2011-09-22 | Dainippon Printing Co Ltd | Petri dish for making divided culture medium |
JP2016204873A (en) * | 2015-04-17 | 2016-12-08 | ランデックス工業株式会社 | Covering material for gutter |
-
2001
- 2001-05-30 JP JP2001162412A patent/JP3597489B2/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008163600A (en) * | 2006-12-27 | 2008-07-17 | Nippon Steel & Sumikin Metal Products Co Ltd | Fence with easily-detachable panel |
JP2011182648A (en) * | 2010-03-04 | 2011-09-22 | Dainippon Printing Co Ltd | Petri dish for making divided culture medium |
JP2016204873A (en) * | 2015-04-17 | 2016-12-08 | ランデックス工業株式会社 | Covering material for gutter |
Also Published As
Publication number | Publication date |
---|---|
JP3597489B2 (en) | 2004-12-08 |
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