JPH0443533Y2 - - Google Patents

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Publication number
JPH0443533Y2
JPH0443533Y2 JP1986100521U JP10052186U JPH0443533Y2 JP H0443533 Y2 JPH0443533 Y2 JP H0443533Y2 JP 1986100521 U JP1986100521 U JP 1986100521U JP 10052186 U JP10052186 U JP 10052186U JP H0443533 Y2 JPH0443533 Y2 JP H0443533Y2
Authority
JP
Japan
Prior art keywords
cross
triangular
crosspiece
section
cylindrical
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
Application number
JP1986100521U
Other languages
Japanese (ja)
Other versions
JPS635135U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP1986100521U priority Critical patent/JPH0443533Y2/ja
Publication of JPS635135U publication Critical patent/JPS635135U/ja
Application granted granted Critical
Publication of JPH0443533Y2 publication Critical patent/JPH0443533Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed explanation of the idea]

[産業上の利用分野] 本考案は、屋上、バルコニー、階段、窓等に設
ける手摺、または面格子、フエンス或いは門扉等
に設ける建築用桟に関する。 [従来技術] 従来、安全または防犯の為にバルコニー等に設
ける手摺は下端を床に固定して立設した縦枠体の
上下に上下横枠杆を各々架設して枠体を形成し前
記上下枠杆に複数の桟を間隔を置いて設けるもの
であり、この桟の横断面は矩形体、円筒体であつ
た。 ところで、これら枠体及び桟は近年鋼等より耐
蝕性及び美観に優れるステンレス鋼、アルミニウ
ム合金等により形成されてきた。しかし、特にア
ルミニウムでは、アルミニウム合金は引張強度が
20Kg/mm2程度であるため厚くしないと所定の強度
を保つことができない反面、近時においては生産
技術の向上から肉薄の矩形、円形の中空状桟が広
く設置されている。このような肉薄な中空桟では
強度が劣り破損しやすくなり、安全上問題となり
兼ねない。また、特開昭58−558号公報では、建
築物ベランダ開口部等に取り付けた旧金属製手摺
を新しい手摺と取り替える際の取り替え手摺取り
付け工法に関するもので、笠木手摺部材にほぼ横
断面を三角形とし中空部も相似形の三角形とした
例が開示されている。しかし、従来技術では、支
持部には三角形状桟が開示されておらず、コスト
的に有利で、かつ支柱としての強度を保持しなが
ら内外からの小物体の落下、通過を防止する構成
とはなつていない。そこで本考案は肉薄であつて
も堅牢であり、かつ内外からの小物体の落下、通
過の危険を防止する桟を提供するものである。 [問題点を解決するための手段] 本考案は手摺等の枠体に間隔をおいて設ける金
属製の桟において該桟の横断面を三角形とし、中
空部を横断面と相似形の三角形とし、その三角形
の底面を内側にむけ、その角部を外側に向けるも
のである。 [実施例] 第1,2図は手摺を示した本考案の第1実施例
であり、パラペツト笠木11にアルミニウム合金
製の支柱12,13、を所定間隔に立設し、これ
ら縦枠杆12,13の上端及び下端よりにアルミ
ニウム合金製の上下横枠杆14,15を架設す
る。そして、前記上下横枠杆14,15にアルミ
ニウム合金製の桟17を例えば110mm間隔毎に立
設して、固定する。この桟17は横断面を三角形
とし、中空部が横断面と相似形の三角形状の筒で
あつて底面17Aを内側たる室内側に向け、対面
する角部17Bを外側たる室外側に向けて固定す
る。 このように横断面を三角形とし、中空部が横断
面と相似の三角形状の桟17を上述のように設置
することで、肉薄であつても堅牢で、矩形状桟と
同様に小物体の落下、通過を防止できる手摺18
を組み立てることができる。
[Industrial Field of Application] The present invention relates to handrails provided on rooftops, balconies, stairs, windows, etc., or architectural crosspieces provided on lattices, fences, gates, etc. [Prior Art] Conventionally, handrails installed on balconies, etc. for safety or crime prevention have been constructed by constructing upper and lower horizontal frame rods above and below a vertical frame with its lower end fixed to the floor, respectively, to form a frame. A frame rod was provided with a plurality of crosspieces spaced apart from each other, and the cross sections of these crosspieces were rectangular or cylindrical. Incidentally, in recent years, these frames and crosspieces have been made of stainless steel, aluminum alloy, etc., which have better corrosion resistance and aesthetic appearance than steel. However, especially with aluminum, aluminum alloys have low tensile strength.
Since it is approximately 20 kg/mm 2 , it is impossible to maintain the specified strength unless it is thick. However, in recent years, thin rectangular and circular hollow crosspieces have been widely installed due to improvements in production technology. Such a thin hollow crosspiece has poor strength and is easily damaged, which may pose a safety problem. Furthermore, Japanese Patent Application Laid-open No. 58-558 relates to a replacement handrail installation method when replacing an old metal handrail attached to a balcony opening of a building with a new handrail. An example is disclosed in which the hollow portion also has a similar triangular shape. However, in the prior art, a triangular crosspiece is not disclosed in the support part, and there is no structure that is advantageous in terms of cost and prevents small objects from falling or passing from inside or outside while maintaining the strength as a support. I'm not used to it. Therefore, the present invention provides a crosspiece that is strong even though it is thin, and that prevents small objects from falling or passing through from inside and outside. [Means for Solving the Problems] The present invention provides metal bars provided at intervals on a frame such as a handrail, the cross section of the bars is triangular, the hollow portion is triangular in shape similar to the cross section, The base of the triangle faces inward, and the corners face outward. [Embodiment] Figures 1 and 2 show a first embodiment of the present invention showing a handrail. Aluminum alloy supports 12 and 13 are erected at predetermined intervals on a parapet cap 11, and these vertical frame rods 12 , 13 are provided with upper and lower horizontal frame rods 14 and 15 made of aluminum alloy. Then, aluminum alloy crosspieces 17 are erected and fixed at intervals of, for example, 110 mm to the upper and lower horizontal frame rods 14 and 15. This cross section 17 is a triangular tube with a triangular cross section and a hollow portion similar to the cross section, and is fixed with the bottom surface 17A facing the inside (interior) and the facing corner 17B facing the outside (outdoor). do. By installing the triangular cross section 17 whose cross section is triangular and whose hollow part is similar to the cross section as described above, it is strong even though it is thin, and like the rectangular cross section, it can prevent small objects from falling. , Handrail 18 that can prevent passing
can be assembled.

【表】 す正方形形筒
状桟19
第3図(C)に示
す円筒状桟20
次に正三角形筒状桟17と正方形筒状桟19を
比較する。 断面積、すなわち素材重量を同一とすると A1=A2 すなわち√3/4(B2−b2)=H2−h2 上式を満たす数値としては例えば下記がある。 B=70mm b=57.8mm H=70mm h=65mm したがつて、この場合 Z1=1/16√3(703−57.83) =5.41×103(mm3) Z2=1/6×70(704−654) =1.470×104(mm3) このようにZ1,Z2の値を比較すると断面積が同
じであつても曲げモーメントM(M=σZ、但し、
σは曲げ応力)の発生は正三角形筒状桟17が数
値が上がり、堅牢な桟を提供できる。逆に正三角
形筒状桟17は肉薄であつても正方形筒状桟19
と同様な強度を有することができる。 同様に正三角形筒状桟17と円筒状桟20を比
較すると、断面積を同一にするため上記B,b,
D,dを下のように設定する。 B=70mm b=57.8mm D=70mm d=63.6mm したがつて、 Z3=π/32(704−63.64/70) =2.29×104(mm3) このように円筒状桟20の場合は断面係数が正
三角形筒状桟17より大きくなる。 以上のように、同一単位重量の場合正方形筒状
桟19、円筒状桟20に比較して正三角形筒状桟
17は曲げモーメントの値を小さくできる。 したがつて、桟の横断面を正三角形とし、中空
部を横断面と相似形の正三角形とすることによ
り、肉薄としても十分な強度を有する。さらに底
面17Aを内側にむけ、角部17Bを外側にむけ
ることによつて、手前側の間隔を狭くでき、小物
体等の通過等を防止できる。 第4図は窓格子を示した本考案の第2実施例で
あり、窓21に取付け用の枠体22を固定すると
共に、この枠体22に直角三角形筒状の桟23を
所定間隔で設けたものであり、底面23Aを窓側
21にむける一方、底面23Aに対向する角部2
3Bを外側に向ける。 このように桟23を直角三角形筒状とすること
により、前記実施例と同様に肉薄であつても堅牢
となり、又底面23Aを窓側に向けたことによつ
て、手前側の間隔を狭くできる。 尚、本考案は上記実施例に限定されるものでは
なく、例えば二等辺三角形筒状に形成したり、材
質をアルミニウムにする等種々の変形が可能であ
る。 [効果] 本考案は手摺等の枠体に間隔をおいて設ける金
属製の桟に於いて、該桟の横断面を三角形とし、
中空部を横断面と相似形の三角形とするものであ
り、素材重量を同一とした場合、従来技術と比較
して肉薄としても十分な強度を有する建築用桟を
提供でき、かつ三角形の底面を内側にむけ、対向
する角部を外側に向けることによつて、従来の矩
形状桟と同様に小物体の落下、通過を防止できる
効果を併有するものである。
[Front] Square tubular crosspiece 19
Cylindrical crosspiece 20 shown in Figure 3 (C)
Next, the equilateral triangular cylindrical bar 17 and the square cylindrical bar 19 will be compared. Assuming that the cross-sectional area, that is, the weight of the material is the same, A 1 = A 2 , that is, √3/4 (B 2 - b 2 ) = H 2 - h 2 Examples of numerical values that satisfy the above equation are as follows. B=70mm b=57.8mm H=70mm h=65mm Therefore, in this case Z 1 = 1/16√3 (70 3 −57.8 3 ) = 5.41×10 3 (mm 3 ) Z 2 = 1/6× 70 (70 4 − 65 4 ) = 1.470×10 4 (mm 3 ) In this way, when comparing the values of Z 1 and Z 2 , even if the cross-sectional area is the same, the bending moment M (M = σZ, however,
The occurrence of σ (bending stress) is increased in the equilateral triangular cylindrical crosspiece 17, and a robust crosspiece can be provided. On the contrary, even if the equilateral triangular cylindrical crosspiece 17 is thin, the square cylindrical crosspiece 19
can have similar strength. Similarly, when comparing the equilateral triangular cylindrical crosspiece 17 and the cylindrical crosspiece 20, the above-mentioned B, b,
Set D and d as below. B=70mm b=57.8mm D=70mm d=63.6mm Therefore, Z 3 = π/32 (70 4 −63.6 4 /70) = 2.29×10 4 (mm 3 ) In this way, the In this case, the section modulus is larger than that of the equilateral triangular cylindrical crosspiece 17. As described above, when the unit weight is the same, the equilateral triangular cylindrical bar 17 can have a smaller bending moment value than the square cylindrical bar 19 and the cylindrical bar 20. Therefore, by making the cross section of the cross section an equilateral triangle and making the hollow part an equilateral triangle similar to the cross section, it has sufficient strength even if it is thin. Furthermore, by turning the bottom surface 17A inward and the corner 17B outward, the distance on the front side can be narrowed, and small objects can be prevented from passing through. FIG. 4 shows a second embodiment of the present invention showing a window lattice, in which a frame 22 for mounting is fixed to a window 21, and right triangular cylindrical crosspieces 23 are provided at predetermined intervals on this frame 22. The bottom surface 23A faces the window side 21, while the corner portion 2 facing the bottom surface 23A faces the window side 21.
Turn 3B outward. By forming the crosspiece 23 into a right triangular cylindrical shape in this manner, it is strong even if it is thin like the previous embodiment, and by oriented the bottom surface 23A toward the window, the distance on the front side can be narrowed. It should be noted that the present invention is not limited to the above-mentioned embodiments, and various modifications can be made, such as forming it into an isosceles triangular cylindrical shape or using aluminum as the material. [Effects] The present invention has metal bars installed at intervals on a frame such as a handrail, and the cross section of the bars is triangular.
The hollow part has a triangular shape similar to the cross section, and when the weight of the material is the same, it is possible to provide an architectural crosspiece that has sufficient strength even if it is thinner than the conventional technology, and has a triangular bottom surface. By facing inward and facing the opposite corners outward, it has the effect of preventing small objects from falling or passing through, similar to the conventional rectangular crosspiece.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の第1実施例を示す桟の斜視
図、第2図は同取付け状態を示す斜視図、第3図
Aは三角形筒状桟の断面図、第3図Bは正方形筒
状桟の断面図、第3図Cは円筒状桟の断面図、第
4図は本考案の第2実施例を示す正面図、第5図
は従来の同断面図である。 16,22……枠体、17,23……桟。
Fig. 1 is a perspective view of a crosspiece showing the first embodiment of the present invention, Fig. 2 is a perspective view showing the same installation state, Fig. 3A is a sectional view of a triangular cylindrical crosspiece, and Fig. 3B is a square cylinder. FIG. 3C is a cross-sectional view of a cylindrical crosspiece, FIG. 4 is a front view showing a second embodiment of the present invention, and FIG. 5 is a conventional cross-sectional view of the same. 16, 22... frame body, 17, 23... crosspiece.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 手摺等の枠体に間隔をおいて設ける金属製の桟
において、当該桟の横断面を三角形とし、中空部
を横断面と相似形の三角形とし、かつ底面を内側
にむけ、対面した角部を外側に向けることを特徴
とする建築用桟。
For metal bars installed at intervals on a frame such as a handrail, the cross section of the bar is triangular, the hollow part is triangular in shape similar to the cross section, and the bottom face is turned inward, and the facing corners are An architectural crosspiece that is characterized by facing outward.
JP1986100521U 1986-06-30 1986-06-30 Expired JPH0443533Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986100521U JPH0443533Y2 (en) 1986-06-30 1986-06-30

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986100521U JPH0443533Y2 (en) 1986-06-30 1986-06-30

Publications (2)

Publication Number Publication Date
JPS635135U JPS635135U (en) 1988-01-13
JPH0443533Y2 true JPH0443533Y2 (en) 1992-10-14

Family

ID=30970426

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986100521U Expired JPH0443533Y2 (en) 1986-06-30 1986-06-30

Country Status (1)

Country Link
JP (1) JPH0443533Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2566487Y2 (en) * 1991-08-19 1998-03-25 積水ハウス株式会社 Roof structure for snow retaining

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58558A (en) * 1981-04-22 1983-01-05 住友軽金属工業株式会社 Attaching of replaceable handrail

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5967401U (en) * 1982-10-29 1984-05-07 株式会社ホクストン extruded material

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58558A (en) * 1981-04-22 1983-01-05 住友軽金属工業株式会社 Attaching of replaceable handrail

Also Published As

Publication number Publication date
JPS635135U (en) 1988-01-13

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