JPH0352350Y2 - - Google Patents

Info

Publication number
JPH0352350Y2
JPH0352350Y2 JP3942386U JP3942386U JPH0352350Y2 JP H0352350 Y2 JPH0352350 Y2 JP H0352350Y2 JP 3942386 U JP3942386 U JP 3942386U JP 3942386 U JP3942386 U JP 3942386U JP H0352350 Y2 JPH0352350 Y2 JP H0352350Y2
Authority
JP
Japan
Prior art keywords
plate
bottom plate
tread
vertical rib
fixed
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
JP3942386U
Other languages
Japanese (ja)
Other versions
JPS62175132U (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 JP3942386U priority Critical patent/JPH0352350Y2/ja
Publication of JPS62175132U publication Critical patent/JPS62175132U/ja
Application granted granted Critical
Publication of JPH0352350Y2 publication Critical patent/JPH0352350Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) この考案は屋外に多用されている鉄骨階段の踏
板に関するもので、鉄骨階段を取扱う産業分野に
属する。
[Detailed description of the invention] (Industrial field of application) This invention relates to treads for steel-frame stairs that are often used outdoors, and belongs to the industrial field that deals with steel-frame stairs.

(従来の技術) 従来使用されている踏板は、第7図および第8
図に示すように、鋼板20の下面に縦リブ21を
設け、前記鋼板の両縁20a,20bを上下に縁
折りすると共に、一側を中央支柱22へ溶接し、
他側をささら板23へ溶接したものである。
(Prior art) Conventionally used treads are shown in Figures 7 and 8.
As shown in the figure, vertical ribs 21 are provided on the lower surface of the steel plate 20, both edges 20a and 20b of the steel plate are folded vertically, and one side is welded to the central support 22.
The other side is welded to the strip plate 23.

(考案により解決すべき問題点) 従来の構造によれば、踏板は溶接で固着されて
いる為に、工場における多量生産方式の場合に
は、輸送および設置が大掛りとなつて、取扱いそ
の他に多大の制約を生じ、現場溶接の場合には、
現場に溶接技術者が行かなければならないのみな
らず、溶接の作業効率が悪く、強度の信頼性低
下、並びに工期について困難性(技術者の効率的
使用、雨天の為の作業遅延その他)があつた。
(Problems to be solved through innovation) According to the conventional structure, the treads are fixed by welding, so in the case of mass production in a factory, transportation and installation are large-scale, and handling and other problems are required. In the case of on-site welding, there are many restrictions.
Not only do welding engineers have to go to the site, but welding efficiency is poor, strength reliability is reduced, and there are difficulties with the construction period (e.g., efficient use of engineers, work delays due to rain, etc.) Ta.

また金属踏板は、使用時に騒音を発生する問題
点があつた。
Additionally, metal treads have the problem of generating noise when used.

(問題点を解決する為の手段) この考案は踏板と、ささら板等とをボルト連結
できるようにすると共に、踏板を補強コンクリー
ト板とすることにより前記従来の問題点を解決し
たのである。
(Means for Solving the Problems) This invention solves the above-mentioned problems of the conventional art by making it possible to connect the tread with bolts and the like, and by making the tread a reinforced concrete plate.

即ちこの考案は、底板下面に縦リブを設け、前
記底板の一側に、ささら板とのボルト連結片を連
設し、前記縦リブに、他側固定部材とのボルト連
結部を設け、前記底板上へ鉄筋入りコンクリート
板を、前記底板と一体的に形成して鉄骨階段用踏
板を構成した。
That is, in this invention, a vertical rib is provided on the lower surface of the bottom plate, a bolt connecting piece with the platen is provided on one side of the bottom plate, a bolt connecting part with the fixing member on the other side is provided on the vertical rib, and A reinforced concrete plate was integrally formed on the bottom plate to form a steel stair tread.

前記において、コンクリート板は例えば、軽量
コンクリート(例えばシラスなどの軽量骨材を入
れ、又は低発泡コンクリートとする)、又はフア
イバーコンクリート或いはフアイバー入り軽量コ
ンクリートとするが、底板と固着した鉄筋をコン
クリート内へ埋設することにより、高強度の踏板
とする。
In the above, the concrete plate is, for example, lightweight concrete (for example, containing lightweight aggregate such as whitebait or low-foam concrete), fiber concrete, or lightweight concrete containing fibers, but the reinforcing bars fixed to the bottom plate are not inserted into the concrete. By burying it, it becomes a high-strength tread.

また固定部材としては、円筒状螺旋階段にあつ
ては、円筒支柱の固定板であり、螺旋階段でない
場合には、ささら板である。前記踏板は平面扇形
(螺旋階段の場合)、又は平面矩形(普通階段の場
合)であるが、何れにしても、平面図中、中央下
部に底板が全長に亘つて設けられている。
In addition, the fixing member is a fixing plate of a cylindrical support in the case of a cylindrical spiral staircase, and a plate in the case of a non-spiral staircase. The tread has a planar fan shape (in the case of a spiral staircase) or a planar rectangular shape (in the case of an ordinary staircase), but in either case, a bottom plate is provided at the lower center in the plan view over the entire length.

前記縦リブは固定部材側を竪幅広く、ささら板
側を幅狭くして、荷重に対応した大きさの慣性モ
ーメントが得られるようになつている。
The vertical ribs are vertically wide on the fixed member side and narrow on the plate side, so that a moment of inertia corresponding to the load can be obtained.

前記においては、ささら板と底板をボルト取付
けとし、固定部材と縦リブをボルト取付けとした
が、縦リブの両端を固定部材と、ささら板にボル
ト固定する場合もある。
In the above, the strip and the bottom plate are attached with bolts, and the fixing member and the vertical rib are attached with bolts, but both ends of the vertical rib may be fixed with bolts to the fixing member and the strip.

(考案の作用) 即ちこの考案によれば踏板と、ささら板等とを
ボルト固定構造としたので、現場組立てが可能と
なり、円柱および外側覆、並びに踏板を別々に運
搬し、溶接などの手段を用いることなく、簡単容
易に組立てることができる。
(Function of the invention) That is, according to this invention, the tread and the plate, etc. are fixed with bolts, so it is possible to assemble on-site, and the column, the outer cover, and the tread can be transported separately, and welding or other means are required. It can be easily assembled without using it.

また踏板は軽量、強靱でしかも無騒音である。 In addition, the treadle is lightweight, strong, and noiseless.

(実施例) 次にこの考案の実施例を図面について説明す
る。
(Example) Next, an example of this invention will be described with reference to the drawings.

鋼板製の底板1の下面に適当寸法に截断した縦
リブ2を固着すると共に、底板1の一側へ連結片
3を縦に連設し、他側へ立上り片4を連設する。
底板1上には鉄筋5,5aを縦横に敷設し、縦鉄
筋5の端部を立上り片4と連結片3に固着し、横
鉄筋5aを底板1に固着する。前記底板上部に
は、フアイバーコンクリート板6が、前記底板1
および鉄筋5,5aと一体的に設けられ、踏板7
を構成している。前記縦リブ2の一側は、継目板
8、8aを介して円筒支柱9の固定板10と、ボ
ルト11によつて固定できるようになつている。
また底板1に設けた連結片3は、ボルト12を介
して、ささら板13と固定できるようになつてい
る。即ち連結片3と、ささら板13にはボルト孔
が設けてある。
A vertical rib 2 cut to an appropriate size is fixed to the lower surface of a bottom plate 1 made of a steel plate, and a connecting piece 3 is vertically connected to one side of the bottom plate 1, and a rising piece 4 is connected to the other side.
Reinforcing bars 5 and 5a are laid vertically and horizontally on the bottom plate 1, the ends of the vertical reinforcing bars 5 are fixed to the rising piece 4 and the connecting piece 3, and the horizontal reinforcing bars 5a are fixed to the bottom plate 1. A fiber concrete plate 6 is placed above the bottom plate 1.
and is provided integrally with the reinforcing bars 5, 5a, and the tread plate 7
It consists of One side of the vertical rib 2 can be fixed to a fixing plate 10 of the cylindrical support 9 with a bolt 11 via the joint plates 8 and 8a.
Further, the connecting piece 3 provided on the bottom plate 1 can be fixed to a strip plate 13 via bolts 12. That is, bolt holes are provided in the connecting piece 3 and the plate 13.

この実施例の踏板7は平面扇形であつて、螺旋
階段用踏板である。前記踏板7を使用して螺旋階
段を構築するには、円筒支柱9の固定板10と、
縦リブ2の一側とを突き合せ、該継目の両側に継
目板8、8aを当接し、ボルト11により固定板
10、縦リブ2および継目板8、8aを一体的に
締付固定すると共に、連結片3と、ささら板13
とをボルト12によつて一体的に締付固定する。
この場合に、踏板7の外側に並列設置した案内杆
14,14を、取付帯板15と、ささら板13と
の間に挾着し、前記ボルト12によつて締付け固
定する。図中16は手摺支え杆、17は手摺杆、
18は踊り場、19は円筒支柱9の基礎である。
前記実施例における踏板7は、第5図図示のよう
に上下互に若干の重なりをみせており、かつ取付
帯板15を介して案内杆14とも固着されている
ので、堅固な階段を構成している。
The tread 7 of this embodiment has a planar fan shape and is a tread for a spiral staircase. To construct a spiral staircase using the tread 7, a fixed plate 10 of the cylindrical support 9;
One side of the vertical rib 2 is brought into contact with the joint plates 8, 8a on both sides of the joint, and the fixing plate 10, the vertical rib 2, and the joint plates 8, 8a are integrally tightened and fixed with bolts 11. , the connecting piece 3 and the plate 13
are integrally tightened and fixed with bolts 12.
In this case, the guide rods 14, 14, which are arranged in parallel on the outside of the footboard 7, are clamped between the mounting strip 15 and the plate 13, and are tightened and fixed with the bolts 12. In the figure, 16 is the handrail support rod, 17 is the handrail rod,
18 is a landing, and 19 is a foundation of the cylindrical support 9.
As shown in FIG. 5, the treads 7 in the embodiment have a slight overlap between the top and bottom, and are also fixed to the guide rod 14 via the mounting strip 15, so that a solid staircase is constructed. ing.

前記実施例においては、フアイバーコンクリー
ト板6を設けたが、これに代えて軽量コンクリー
ト板を用いることもできる。またフアイバー入り
軽量コンクリート板とすることもできる。
In the embodiment described above, a fiber concrete plate 6 was provided, but a lightweight concrete plate may be used instead. It can also be a lightweight concrete plate with fibers.

(考案の効果) この考案によれば踏板を、ささら板等へボルト
によつて締付固定したので、寸法の如何に拘らず
現場組立てにより階段を容易に構築し得る効果が
ある。また踏板を工場で多量生産し得るので、品
質管理が容易であり、取付けはボルトによる締付
固定であるから、強度的信頼度が高く、溶接によ
る場合のように特殊技術を必要としない等の諸効
果がある。
(Effects of the invention) According to this invention, the treads are fastened and fixed to the straddle board etc. with bolts, so there is an effect that stairs can be easily constructed by on-site assembly regardless of the dimensions. In addition, since the tread can be mass-produced in a factory, quality control is easy, and since it is installed by tightening and fixing with bolts, it has high strength and reliability, and does not require special technology unlike welding. It has various effects.

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

第1図はこの考案の踏板を用いた螺旋階段の一
部を省略した正面図、第2図は同じく踏板の固定
状態を示す一部拡大正面図、第3図は同じく一部
拡大平面図、第4図は同じく案内杆の固定状態を
示す一部拡大平面図、第5図は同じく第1図の一
部拡大側面図、第6図は同じく踊り場の一部拡大
平面図、第7図は従来の踏板の取付状態における
正面図、第8図は同じく一部断面拡大図である。 1……底板、2……縦リブ、3……連結片、6
……フアイバーコンクリート板、7……踏板、9
……円筒支柱、10……固定板、13……ささら
板。
Fig. 1 is a partially omitted front view of a spiral staircase using the treads of this invention, Fig. 2 is a partially enlarged front view showing the fixed state of the treads, and Fig. 3 is a partially enlarged plan view. Fig. 4 is a partially enlarged plan view showing the fixed state of the guide rod, Fig. 5 is a partially enlarged side view of Fig. 1, Fig. 6 is a partially enlarged plan view of the landing, and Fig. 7 is a partially enlarged plan view of the landing. FIG. 8, which is a front view of the conventional stepboard in its installed state, is also an enlarged partial cross-sectional view. 1... Bottom plate, 2... Vertical rib, 3... Connecting piece, 6
...Fiber concrete board, 7...Treadboard, 9
... Cylindrical support, 10 ... Fixed plate, 13 ... Saddle board.

Claims (1)

【実用新案登録請求の範囲】 1 底板下面に縦リブを設け、前記底板の一側
に、ささら板とのボルト連結片を連設し、前記
縦リブに、他側固定部材とのボルト連結部を設
け、前記底板上へ鉄筋入りコンクリート板を、
前記底板と一体的に形成した鉄骨階段用踏板。 2 踏板は平面扇形とした実用新案登録請求の範
囲第1項記載の鉄骨階段用踏板。 3 縦リブは固定部材側を高く、ささら板側を低
くすると共に、底板の中央部に設けられた実用
新案登録請求の範囲第1項記載の鉄骨階段用踏
板。 4 コンクリート板は、フアイバーコンクリート
板又はフアイバー入り軽量コンクリート板とし
た実用新案登録請求の範囲第1項記載の鉄骨階
段用踏板。 5 固定部材は中央支柱の取付板、又はささら板
とした実用新案登録請求の範囲第1項記載の鉄
骨階段用踏板。
[Claims for Utility Model Registration] 1. A vertical rib is provided on the lower surface of the bottom plate, a bolt connecting piece with the platen is provided on one side of the bottom plate, and a bolt connecting piece with the fixing member on the other side is provided on the vertical rib. and place a reinforced concrete plate on the bottom plate.
A steel stair tread integrally formed with the bottom plate. 2. A tread for steel-framed stairs as set forth in claim 1 of the utility model registration claim, in which the tread has a planar fan shape. 3. The steel stair tread according to claim 1, wherein the vertical rib is higher on the fixed member side and lower on the side of the plate, and is provided in the center of the bottom plate. 4. The steel stair tread according to claim 1, wherein the concrete plate is a fiber concrete plate or a lightweight concrete plate containing fibers. 5. The steel stair tread according to claim 1 of the utility model registration claim, in which the fixing member is a mounting plate for the central column or a ribbed plate.
JP3942386U 1986-03-18 1986-03-18 Expired JPH0352350Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3942386U JPH0352350Y2 (en) 1986-03-18 1986-03-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3942386U JPH0352350Y2 (en) 1986-03-18 1986-03-18

Publications (2)

Publication Number Publication Date
JPS62175132U JPS62175132U (en) 1987-11-07
JPH0352350Y2 true JPH0352350Y2 (en) 1991-11-13

Family

ID=30852573

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3942386U Expired JPH0352350Y2 (en) 1986-03-18 1986-03-18

Country Status (1)

Country Link
JP (1) JPH0352350Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07269054A (en) * 1994-03-31 1995-10-17 Tokyu Constr Co Ltd Staircase around pca treadboard and construction method therefor
JP6403155B2 (en) * 2014-10-07 2018-10-10 株式会社シェルタージャパン Housing with evacuation shelter

Also Published As

Publication number Publication date
JPS62175132U (en) 1987-11-07

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