JPH0336657Y2 - - Google Patents

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Publication number
JPH0336657Y2
JPH0336657Y2 JP8098285U JP8098285U JPH0336657Y2 JP H0336657 Y2 JPH0336657 Y2 JP H0336657Y2 JP 8098285 U JP8098285 U JP 8098285U JP 8098285 U JP8098285 U JP 8098285U JP H0336657 Y2 JPH0336657 Y2 JP H0336657Y2
Authority
JP
Japan
Prior art keywords
landing
fixing member
building
tip
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
JP8098285U
Other languages
Japanese (ja)
Other versions
JPS61197127U (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 JP8098285U priority Critical patent/JPH0336657Y2/ja
Publication of JPS61197127U publication Critical patent/JPS61197127U/ja
Application granted granted Critical
Publication of JPH0336657Y2 publication Critical patent/JPH0336657Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、らせん階段の踊場の先端部を建屋の
踊場基礎上に固定するための支持構造に関するも
のである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a support structure for fixing the tip of a landing of a spiral staircase to the landing foundation of a building.

〔従来の技術〕[Conventional technology]

ビルや住宅等の屋外または屋内に付設されるら
せん階段は建屋に沿つて立設された中柱(柱管)
に片持式の各段板をらせん状に固設すると共に、
建屋の各階レベルに対応する中柱の高さ個所には
建屋への出入通路を形成する踊場組立体の基部が
固設され、踊場の先端部を建屋上の踊場基礎上に
固定するように構成されている。
Spiral staircases installed outdoors or indoors in buildings or residences are constructed using central pillars (pillar pipes) erected along the building.
Each cantilever plate is fixed in a spiral shape, and
The base of the landing assembly that forms the access passage to the building is fixed at the height of the middle pillar corresponding to each floor level of the building, and the tip of the landing is fixed to the landing foundation on the building roof. has been done.

これらのらせん階段の設置工事の施工に当って
は、従来法による建設方式もしくは最近普及され
つつあるユニツト組立方式によつてらせん階段本
体を建設したのち、最後に前記踊場先端部を建屋
基礎上に支持固定するようにしている。
When installing these spiral staircases, the main body of the spiral staircase is constructed using the conventional construction method or the recently popular unit assembly method, and then the tip of the landing is finally placed on the building foundation. I try to support and fix it.

しかしながら、らせん階段の上記支持固定部に
対する建設仕上がり寸法精度は、従来法による建
設方式においてはもちろん、ユニツト組立方式に
おいてもある程度の範囲で誤差を生ずることは避
けられなかった。従来の工事においては、現場作
業者の経験・工夫等によって誤差を吸収すること
が行われていたが、労力や手間を要し施工性が悪
いため、いくつかの改善案が提案されている。
However, it is inevitable that the finished dimensional accuracy of the construction of the support and fixing part of the spiral staircase will have errors within a certain range, not only in the conventional construction method but also in the unit assembly method. In conventional construction, errors have been absorbed through the experience and ingenuity of on-site workers, but this requires labor and effort and has poor construction performance, so several improvement plans have been proposed.

第4図に、上記提案の一例として実公昭59−
32661号公報に開示された支持装置の要部側面図
を示す。詳細は引例文献に譲り概要のみを説明す
ると、10は建屋の踊場床面、11は踊場基礎、
12はらせん階段中柱、13はらせん階段踊場、
14は踊場枠、15は踏板、16は手摺、17は
各段板を示す。また、18,19,20は、それ
ぞれ本引用例の考案に係るアングル状断面の支持
体、アジヤスタボルト/ナツト、および取付けボ
ルト/ナツトである。支持体18のアングル水平
脚部および垂直脚部のボルト19または20用の
各穴は、それぞれ図の水平左右方向および上下方
向に延びる長穴形状となつていて、それぞれの長
穴方向に所定範囲位置調整が可能に構成されてお
り、最終的な踊場先端の寸法位置誤差に応じて、
アジヤスタボルト/ナツト19および上記各長穴
を使用してそれぞれの方向に調節しようとするも
のである。
Figure 4 shows an example of the above proposal.
FIG. 3 shows a side view of essential parts of the support device disclosed in Publication No. 32661. I will leave the details to the cited documents and explain only the outline: 10 is the landing floor of the building, 11 is the landing foundation,
12 is the center pillar of the spiral staircase, 13 is the spiral staircase landing,
14 is a landing frame, 15 is a tread, 16 is a handrail, and 17 is each step board. Reference numerals 18, 19, and 20 are a support body with an angled cross section, an adjuster bolt/nut, and a mounting bolt/nut, respectively, according to the invention of this cited example. Each hole for the bolt 19 or 20 in the angled horizontal leg portion and the vertical leg portion of the support body 18 is in the form of an elongated hole extending in the horizontal left-right direction and the up-down direction in the figure, and has a predetermined range in the direction of each elongated hole. The position is adjustable, depending on the final dimensional position error of the tip of the landing.
Adjustment is to be made in each direction using the adjuster bolt/nut 19 and each of the above-mentioned elongated holes.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかしながら、以上のような従来の提案例にあ
つては、寸法誤差に対する調節方向が、第4図に
おける水平方向左右および上下方向に単独に存在
するため、その組合せ調整手順が煩雑であり、ま
た構成部品数も多く、さらに構造上、建屋踊場床
面10とらせん階段踊場踏板15のレベルに段差
を必要とし、また外観上も優美とは云い難いとい
う欠点があつた。
However, in the conventional proposed example as described above, since the adjustment directions for dimensional errors exist independently in the horizontal direction left and right and up and down directions in FIG. 4, the combination adjustment procedure is complicated and the configuration is difficult. The number of parts is large, the structure requires a step between the building landing floor 10 and the spiral staircase landing tread 15, and the appearance is not very elegant.

本考案は、前記のような従来の工事方法や上記
のような提案例の問題点にかんがみてなされたも
ので、前記欠点を解消するとともに、特にユニツ
ト組立式らせん階段に適する踊場支持装置を提供
することを目的としている。
The present invention was devised in view of the problems of the conventional construction methods and the proposed examples as described above, and it is an object of the present invention to eliminate the above-mentioned drawbacks and provide a landing support device particularly suitable for unit-assembled spiral staircases. It is intended to.

〔問題点を解決するための手段〕[Means for solving problems]

このため、本考案においては、らせん階段踊場
先端に対面する建屋の垂直壁面に、上方および下
方肩部を有する固定部材を固設し、一方、踊場先
端下部に固設された直角アングル部を有する変形
可能な踊場固定座を前記固定部材の上方肩部に互
いに垂直方向な2方向分力をもつて当接するよう
配設し、さらに踊場固定座の前記直角アングル部
と、固定部材の下方肩部との両頂点部を同時にく
さび状に固定部材内側に向つて圧接するよう形成
されたカム輪郭を備えたクランプ金具をフアスナ
により建屋の前記垂直壁面に対して緊締するよう
に構成することによつて前記目的を達成しようと
するものである。
Therefore, in the present invention, a fixing member having upper and lower shoulders is fixed to the vertical wall of the building facing the tip of the spiral staircase landing, and a right angle part is fixed to the bottom of the tip of the landing. A deformable landing fixing seat is disposed so as to abut against the upper shoulder of the fixing member with components of force in two directions perpendicular to each other, and the right angle portion of the landing fixing seat and the lower shoulder of the fixing member A clamp fitting having a cam profile formed so as to simultaneously press both apexes of the fixing member inward in a wedge-like manner is configured to be tightened against the vertical wall surface of the building by a fastener. This aims to achieve the above objective.

〔実施例〕〔Example〕

以下に本考案を実施例に基づいて説明する。第
1図に、本願による踊場支持構造の一実施例の要
部破断側面図を示す。
The present invention will be explained below based on examples. FIG. 1 shows a cutaway side view of essential parts of an embodiment of a landing support structure according to the present application.

1は建屋踊場床面、1aはその垂直壁面、2は
らせん階段の踊場踏板組立体、3は手摺支柱であ
る。建屋垂直壁面1aには、踊場壁面固定部材4
が複数のアンカーボルト5によつて固設され、こ
の固定部材4は第2図に平面図とA−A断面図を
示すように、長方形のベース板1aに上方/下方
各肩部4c/4dを有する2個のチヤンネル部材
4bが溶接固定され、各チヤンネル部材4bのウ
エブ部分の内側にはそれぞれ2個のナツト4eが
固設されている。
1 is a building landing floor surface, 1a is its vertical wall surface, 2 is a spiral staircase landing tread assembly, and 3 is a handrail support. A landing wall fixing member 4 is installed on the building vertical wall 1a.
is fixed by a plurality of anchor bolts 5, and this fixing member 4 is attached to upper/lower shoulders 4c/4d on a rectangular base plate 1a, as shown in the plan view and A-A sectional view in FIG. Two channel members 4b having a diameter are fixed by welding, and two nuts 4e are fixedly installed inside the web portion of each channel member 4b.

前記踊場踏板組立体2の先端下部には、直角アン
グル部6aを有する図示断面形状の踊場固定座6
が、前記固定部材4のチヤンネル部材4bと対応
する位置に所定の設計すきまを介してほぼ同一長
さに配設固定されている。7は踊場踏板組立体2
のコーナ補強板である。8は、第3図にその形状
を3面図で示す異形チヤンネル断面のクランプ金
具で、ウエブ部が2個のボルト穴中心を結ぶ直線
を頂点とする緩やかな山形を形成し、両フランジ
部には、前記踊場固定座6の直角アングル部6a
および踊場壁面固定部材4の下方肩部4dとの頂
点部を同時にくさび状に固定部材4の内向きに圧
縮するようなカム輪郭8aが形成されている。前
記2個のボルト穴には6角ボルト9が挿通され、
前記踊場壁面固定部材4のチヤンネル部材4bの
ウエブ部分内側の各ナツト4eに係合して踊場固
定座6を壁面固定部材4上に圧接させるよう構成
してある。
At the lower end of the landing tread assembly 2, there is a landing fixing seat 6 having the cross-sectional shape shown in the figure and having a right angle portion 6a.
are arranged and fixed at substantially the same length at a position corresponding to the channel member 4b of the fixing member 4 with a predetermined designed gap therebetween. 7 is landing tread assembly 2
This is a corner reinforcement plate. 8 is a clamp fitting with an irregular channel cross section, the shape of which is shown in three views in Figure 3.The web part forms a gentle mountain shape with the apex at the straight line connecting the centers of the two bolt holes, and both flanges are is the right angle portion 6a of the landing fixing seat 6.
A cam contour 8a is formed such that the apex of the landing wall fixing member 4 and the lower shoulder 4d are simultaneously compressed inwardly into the fixing member 4 in a wedge shape. Hexagonal bolts 9 are inserted into the two bolt holes,
It is configured to engage with each nut 4e inside the web portion of the channel member 4b of the landing wall fixing member 4 to press the landing fixing seat 6 onto the wall fixing member 4.

6角ボルト9を所定の締付トルクで緊締する
と、踊場固定座6はくさび形のカム輪郭8aから
の壁面1aに対する垂直および平行方向の分力を
強力に受けて踏板組立体取付部からその合力方向
に変形し、さらに踊場踏板組立体2もある程度の
たわみを伴つて、前記所定の設計すきまおよびら
せん階段建設に伴う建屋側の踊場壁面固定部材4
に対する誤差によるすきまを吸収して、直角アン
グル部6aが固定部材4の上方肩部4cに密着
し、踊場踏板組立体2先端を容易にかつ確実に建
屋垂直壁面1a上に支持固定することができる。
When the hexagonal bolt 9 is tightened to a predetermined tightening torque, the landing fixing seat 6 receives strong component forces in the vertical and parallel directions to the wall surface 1a from the wedge-shaped cam contour 8a, and the resultant force is applied from the tread assembly mounting portion. In addition, the landing tread assembly 2 is also deflected to a certain extent, and the landing wall fixing member 4 on the building side is deformed due to the predetermined design clearance and the construction of the spiral staircase.
The right angle portion 6a is brought into close contact with the upper shoulder portion 4c of the fixing member 4 by absorbing the gap caused by the error in the vertical direction, and the tip of the landing tread plate assembly 2 can be easily and reliably supported and fixed on the building vertical wall surface 1a. .

〔効果〕〔effect〕

以上、説明してきたように、本発明によれば、
建屋の垂直壁面に固設した固定部材に、らせん階
段踊場踏板組立体先端に設けた変形可能な踊場固
定座を、カム輪郭を有するクランプ金具により、
フアスナを介して前記垂直壁面に対して水平およ
び平行方向の両分力を有するよう締付固定するよ
う構成したことにより、らせん階段建設に伴う建
屋への取付寸法誤差を、垂直壁面に対するボルト
緊締の簡単な操作によって容易に吸収して強固に
支持固定することができ、また、建屋踊場床面と
らせん階段踏板とを同一レベルに設計することが
でき、また該固定部は踏板組立体の下面のため外
観を害うことがないという利点が得られる。
As explained above, according to the present invention,
A deformable landing fixing seat provided at the tip of the spiral staircase landing tread assembly is attached to a fixing member fixed to the vertical wall of the building using a clamp fitting having a cam profile.
By tightening and fixing the bolts to the vertical wall through the fasteners so as to have both horizontal and parallel force components, it is possible to reduce the dimensional error in mounting to the building due to the construction of a spiral staircase. It can be easily absorbed and firmly supported and fixed by a simple operation, and the building landing floor and the spiral stair tread can be designed to be on the same level, and the fixing part is attached to the bottom of the tread assembly. Therefore, there is an advantage that the appearance is not damaged.

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

第1図は、本考案による踊場支持構造の一実施
例の要部破断断面図、第2図および第3図は、支
持構造の主要構成要素の形状を示す図、第4図
は、従来の支持構造の改善提案の一例の要部側面
図である。 1……建屋踊場床面、1a……垂直壁面、2…
…踊場踏板、4……踊場壁面固定部材、4a/4
b……上方/下方肩部、6……踊場固定座、6a
……直角アングル部、8……クランプ金具、8a
……くさび形カム輪郭、9……6角ボルト(フア
スナ)。
FIG. 1 is a cutaway sectional view of essential parts of an embodiment of the landing support structure according to the present invention, FIGS. 2 and 3 are diagrams showing the shapes of the main components of the support structure, and FIG. FIG. 3 is a side view of a main part of an example of a proposal for improving the support structure. 1... Building landing floor surface, 1a... Vertical wall surface, 2...
...Landing tread, 4...Landing wall fixing member, 4a/4
b...Upper/lower shoulder, 6...Landing fixed seat, 6a
...Right angle part, 8...Clamp fitting, 8a
...wedge-shaped cam profile, 9...hexagonal bolts (fusuna).

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] らせん階段踊場先端に対面する建屋の踊場基礎
垂直壁面に、上方および下方各肩部を有する踊場
壁面固定部材を固設し、一方、前記踊場先端下部
に固設された直角アングル部を有する変形可能な
踊場固定座を、前記固定部材の上方肩部に、互い
に垂直な2方向分力をもって当設するよう配設
し、さらに該踊場固定座の前記直角アングル部と
固定部材の前記下方肩部との各頂点部を同時にく
さび状に前記固定部材の内側に向って圧接するよ
う形成されたカム輪郭を備えたクランプ部材を、
フアスナ手段により前記建屋の垂直壁面に対して
緊締するよう構成したことを特徴とするらせん階
段の踊場支持構造。
A landing wall fixing member having upper and lower shoulders is fixed to the vertical wall surface of the landing foundation of the building facing the tip of the spiral staircase landing, while a deformable member has a right angle part fixed to the lower part of the tip of the landing. A landing fixing seat is disposed so as to abut against the upper shoulder of the fixing member with components of force in two directions perpendicular to each other, and the right angle part of the landing fixing seat and the lower shoulder of the fixing member a clamp member having a cam profile formed so as to simultaneously press each vertex portion of the fixing member inwardly in a wedge-like manner;
A landing support structure for a spiral staircase, characterized in that it is configured to be tightened against a vertical wall surface of the building by fastener means.
JP8098285U 1985-05-31 1985-05-31 Expired JPH0336657Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8098285U JPH0336657Y2 (en) 1985-05-31 1985-05-31

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8098285U JPH0336657Y2 (en) 1985-05-31 1985-05-31

Publications (2)

Publication Number Publication Date
JPS61197127U JPS61197127U (en) 1986-12-09
JPH0336657Y2 true JPH0336657Y2 (en) 1991-08-02

Family

ID=30627341

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8098285U Expired JPH0336657Y2 (en) 1985-05-31 1985-05-31

Country Status (1)

Country Link
JP (1) JPH0336657Y2 (en)

Also Published As

Publication number Publication date
JPS61197127U (en) 1986-12-09

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