JP2001173184A - Prefabricated frame structure of spiral stair - Google Patents

Prefabricated frame structure of spiral stair

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Publication number
JP2001173184A
JP2001173184A JP35677099A JP35677099A JP2001173184A JP 2001173184 A JP2001173184 A JP 2001173184A JP 35677099 A JP35677099 A JP 35677099A JP 35677099 A JP35677099 A JP 35677099A JP 2001173184 A JP2001173184 A JP 2001173184A
Authority
JP
Japan
Prior art keywords
board
support
column
landing
split piece
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.)
Pending
Application number
JP35677099A
Other languages
Japanese (ja)
Inventor
Futoshi Kamiyama
太志 上山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 by Individual filed Critical Individual
Priority to JP35677099A priority Critical patent/JP2001173184A/en
Publication of JP2001173184A publication Critical patent/JP2001173184A/en
Pending legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent possibility that the weak side of tensile strength is generated in a pace board in the case of the use of a board made of glued laminated wood, tensile force works on the pace board when tilting force works to a support and a crack is generated in the pace board though the board made of glued laminated wood is often used because the pace board has a wide area in spiral stairs installed into a building. SOLUTION: In the spiral stairs in which a plurality of treads 3, 3... are arranged spirally to a support 1 and the pace board 4 is installed to the upper section of the support 1, tilting force can be supported by a connecting material 5 (the supporting has not an adverse effect on the pace board 4) even when tilting force works to the support 1 by using a board material made of wood as the pace board 4 while connecting a support upper end section 1a and a building foundation material 11 by the connecting material 5 having large tensile strength on the underside side of the pace board 4.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本願発明は、主として家屋内
に設置される螺旋階段に関し、特に1本の支柱の外周に
所定個数の段板と踊場板とを順次螺旋状に取付けた螺旋
階段の組立構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a spiral staircase installed mainly in a house, and more particularly, to a spiral staircase in which a predetermined number of step boards and a landing board are sequentially and spirally attached to the outer periphery of a single column. It is about structure.

【0002】[0002]

【従来の技術】家屋内に螺旋階段を設置した場合、該螺
旋階段が本来(階段)の機能のほかにインテリアとして
の機能を果たすようになり、近年では、一般家庭の家屋
にも螺旋階段が徐々に普及しつつある。
2. Description of the Related Art When a spiral staircase is installed in a house, the spiral staircase functions as an interior in addition to the original (staircase) function. It is gradually spreading.

【0003】ところで、図1〜図4には、本願が対象に
している螺旋階段の従来例を示している。この図1〜図
4に示す従来の螺旋階段は、床面10上に立設固定した
支柱1の外周に、それぞれスペーサー2を介して複数枚
(図示例では12枚)の段板3,3・・の各基端部3a
と1枚の踊場板4の基端部(角部)4aとを装着し、さ
らに各段板3,3・・及び踊場板4を平面視において所
定角度(例えば角度30°)づつ変位させた状態で、該
各段板3及び踊場板4の外端部3b,4bと螺旋状の手
摺部材6とをそれぞれ柵材7,7・・で連結して構成し
ている。又、踊場板4の上面の一辺部分には、柱材8、
笠木42、上部手摺46及び柵材47からなる柵体を設
けている。尚、各スペーサー2の中心部、各段板3の基
端部3a、踊場板4の基端部4aには、それぞれ支柱1
の外周に嵌合させるため穴が形成されている。
FIGS. 1 to 4 show a conventional spiral staircase to which the present invention is applied. The conventional spiral staircase shown in FIGS. 1 to 4 has a plurality of (twelve in the illustrated example) step plates 3, 3 on the outer periphery of a column 1 erected and fixed on a floor 10 via spacers 2. ..Each base end 3a
And the base end (corner) 4a of one landing plate 4 were mounted, and each of the step plates 3, 3,... And the landing plate 4 were displaced by a predetermined angle (for example, an angle of 30 °) in plan view. In this state, the outer ends 3b, 4b of the step boards 3 and the landing board 4 and the spiral handrail member 6 are connected by fences 7, 7,. In addition, on one side of the upper surface of the landing plate 4,
A fence body including a cap 42, an upper handrail 46 and a fence material 47 is provided. In addition, a pillar 1 is provided at the center of each spacer 2, the base end 3a of each step board 3, and the base end 4a of the landing board 4, respectively.
A hole is formed for fitting to the outer periphery of.

【0004】支柱1は、高強度を必要とすることから、
例えば外径が90mm程度の鋼製パイプが使用されてい
る。又、この螺旋階段における支柱1以外の各部材(図
1において、スペーサー2、段板3、踊場板4、手摺部
材6、柵材7、柱材8、笠木42、上部手摺46、柵材
47等)は、高級感のあるインテリアとして機能させる
ために全て木製のものを採用している。
[0004] Since the pillar 1 needs high strength,
For example, a steel pipe having an outer diameter of about 90 mm is used. In addition, each member other than the column 1 in the spiral staircase (in FIG. 1, the spacer 2, the step plate 3, the landing plate 4, the handrail member 6, the fence member 7, the column member 8, the capping 42, the upper handrail 46, and the fence member 47 Etc.) are all made of wood to function as a luxury interior.

【0005】段板3は、奥行き幅が比較的狭くてよいの
で1枚ものの木製板を使用することができる。この場
合、段板3は、人が乗ったときの強度保持の点で木目が
段板3の長手方向(左右幅方向)に向くようにして切り
出される。
[0005] Since the depth of the step board 3 may be relatively small, one wooden board can be used. In this case, the step board 3 is cut out such that the grain faces the longitudinal direction of the step board 3 (lateral width direction) in terms of maintaining strength when a person rides on the board.

【0006】踊場板4は、大面積(例えば1m×1m)
を有するので1枚物の木製板を使用することができず、
一般に図1〜図4に示すように多数の木材小片を接着剤
で接着させた集成材製の板を使用する場合が多い。とこ
ろで、このような集成材製の板では、木材小片の長手方
向(図2のA−B方向)には引っ張り強度が強いが、木
材小片の幅方向(図2のC−D方向)には引っ張り強度
が弱いという性質がある。
The landing board 4 has a large area (for example, 1 m × 1 m).
Can not use a single wooden board,
Generally, as shown in FIG. 1 to FIG. 4, a plate made of glued laminated wood in which a large number of small pieces of wood are adhered with an adhesive is often used. By the way, in such a board made of laminated wood, the tensile strength is strong in the longitudinal direction of the wood piece (the AB direction in FIG. 2), but in the width direction of the wood piece (the CD direction in FIG. 2). It has the property of low tensile strength.

【0007】そして、図1〜図4の螺旋階段は、次のよ
うに組立てられている。尚、図示例は、左旋回上がり構
造の螺旋階段の場合を示している。 まず、この螺旋階段が設置される場所の建築物下地
材(例えば図2に示すように部屋のコーナー部分の壁
面)11,11の2階部分に、踊場板4の2つの側辺部
を載せる各受け桟12,12を取付ける。 次に、支柱1を床面10上の所定位置に立設する。
この場合、支柱1は、その下端部フランジ1bを床面1
0にビス止めするだけで固定される。 次に、支柱1の外周に、支柱上端部1aから1つの
スペーサー2と1枚の段板3を1組とする合計12組を
順次嵌装させていく。この場合、支柱1は、その下端部
が単にビスで床面10に固定されているだけなので転倒
作用に対する強度が弱く、従って図4に示すように各段
板3,3・・を支柱1の対向位置に交互に配置してバラ
ンスを取るようにする。 次に、その上(最上段の段板3の上)に1つのスペ
ーサー2と踊場板4とを嵌装させる。この場合、踊場板
4の基端部(角部)4aに形成している穴4eを支柱1
の上端部1aに嵌合させるとともに、踊場板4の2つの
側辺部(符号4c,4d)をそれぞれ受け桟12,12
上に載せる。又、踊場板4の各側辺部4c,4dは、受
け桟12,12に接着剤で固定する。尚、図示例の左旋
回上がり構造の場合は、踊場板4の上がり口の柄の向き
(集成材の小片長手方向の向き)が図2のA−B方向に
向くようになる。 その後、踊場板4を基準にして、各段板3,3・・
を上段側から順に所定角度(例えば角度30°)づつず
らせた状態でそれぞれ連結具(スペーサー2と同高さ)
7aで連結する。尚、最上段の段板3の木目は、踊場板
4の木目(集成材の木目)の方向に近い状態(角度15
°程度ずれた状態)で設置される。 次に、各段板3,3・・の外端部3b及び踊場板4
の外端部4bにそれぞれ柵材7,7・・を立設し、続い
て該各柵材7,7・・の先端部に螺旋状の手摺部材6を
連結する。 そして、踊場板4の上面に笠木42、柱材8、上部
手摺46、柵材47等を組付ければ、この螺旋階段の組
立ては完了する。
The spiral staircase shown in FIGS. 1 to 4 is assembled as follows. The illustrated example shows the case of a spiral staircase having a left-turning upward structure. First, the two side portions of the landing board 4 are placed on the second floor portion of a building base material (for example, a wall surface of a corner portion of a room as shown in FIG. 2) 11 where the spiral staircase is installed. Each receiving bar 12, 12 is attached. Next, the column 1 is erected at a predetermined position on the floor 10.
In this case, the column 1 is attached to the floor 1
It is fixed simply by screwing it to 0. Next, a total of twelve sets each including one spacer 2 and one step board 3 are sequentially fitted on the outer periphery of the support 1 from the support upper end 1a. In this case, since the support 1 has its lower end simply fixed to the floor surface 10 with a screw, the strength against the overturning action is weak. Therefore, as shown in FIG. Arrange them alternately at opposing positions to balance them. Next, one spacer 2 and landing plate 4 are fitted thereon (on the uppermost step plate 3). In this case, the hole 4e formed in the base end (corner) 4a of the landing board 4 is
And the two side portions (reference numerals 4c and 4d) of the landing board 4 are respectively fitted to the receiving bars 12, 12
Put on top. Each side 4c, 4d of the landing board 4 is fixed to the receiving bars 12, 12 with an adhesive. In the case of the left turning up structure of the illustrated example, the direction of the handle of the rising opening of the landing plate 4 (the direction in the longitudinal direction of the small piece of laminated wood) is oriented in the AB direction in FIG. After that, based on the landing board 4, each board 3, 3, ...
Are sequentially shifted from the upper side by a predetermined angle (for example, an angle of 30 °), and are connected to each other (at the same height as the spacer 2).
Connect at 7a. The grain of the uppermost step board 3 is close to the grain of the landing board 4 (grain of laminated wood) (angle 15).
(In a state shifted by about °). Next, the outer end portion 3b of each of the step boards 3, 3,.
Are erected at the outer ends 4b of the fences, and a spiral handrail member 6 is connected to the tip of each of the fences 7, 7,. Then, the assembling of the spiral staircase is completed by assembling the coping 42, the pillar 8, the upper handrail 46, the fence 47 and the like on the upper surface of the landing board 4.

【0008】[0008]

【発明が解決しようとする課題】ところで、上記した従
来の螺旋階段では、次のような問題があった。 (1) 図4に示す組立て途中では、支柱1の下端部が床面
10に小面積範囲(フランジ1b部分)で固定されてい
るだけなので、支柱1と各スペーサー2と各段板3で構
成される立設構造体Yの姿勢が不安定である。そして、
その不安定な立設構造体Yの支柱上端部1aに踊場板4
の穴4eを嵌合させる場合、例えば踊場板4の側辺部分
が立設構造体Yの上部付近に側方から衝突すると、立設
構造体Yを転倒させるような作用が働き(支柱下端部に
こねるような作用が働く)、床面10を損傷させる恐れ
が生じる。 (2) 支柱上端部1aに踊場板4を取付ける際には、該踊
場板4を担いで脚立の上端部付近まで登り、そこで踊場
板4の穴4eを支柱上端部1aに嵌合させる作業を行う
が、支柱1がグラつくとその嵌合作業がしにくくなる。 (3) 踊場板4は、一般に集成材製の板を使用している
が、集成材は、木材小片の長手方向(図2のA−B方
向)には引っ張り強度が強いが木材小片の幅方向(図2
のC−D方向)には引っ張り強度が弱いという性質があ
る。他方、組立てられた螺旋階段において、段板3上に
人が乗るとその段板3上に荷重(例えば図3の矢印W)
が加わり、支柱1を荷重がかかった方向(例えば図3の
C方向)に傾動させるような作用が働く。そして、その
支柱傾動力が踊場板(集成材製)4の引っ張り強度が弱
い方向(C方向)に加わると、該踊場板4の木材小片同
士が剥がされるような作用を受け、長期間使用している
と踊場板4にヒビ割れが発生する恐れがあった。尚、図
示例の螺旋階段では、踊場板4の上面に笠木42や上部
手摺46等が取付けられているが、これらの部材は踊場
板4に対するC方向の引っ張り力に対してほとんど抑止
力がない。
The above-mentioned conventional spiral staircase has the following problems. (1) During the assembling shown in FIG. 4, since the lower end of the column 1 is merely fixed to the floor 10 within a small area range (the flange 1 b portion), the column 1 is composed of the column 1, each spacer 2, and each step board 3. The posture of the standing structure Y is unstable. And
A landing plate 4 is provided at the upper end 1a of the column of the unstable standing structure Y.
For example, when the side portion of the landing plate 4 collides with the vicinity of the upper portion of the upright structure Y from the side, an action such that the upright structure Y is overturned works (the lower end portion of the column). This may cause the floor 10 to be damaged. (2) When attaching the landing board 4 to the support upper end 1a, carry the landing board 4 and climb up to the vicinity of the upper end of the stepladder, where the hole 4e of the landing board 4 is fitted to the support upper end 1a. However, if the column 1 is rough, the fitting operation becomes difficult. (3) The landing board 4 generally uses a board made of glued wood. The glued wood has a high tensile strength in the longitudinal direction (A-B direction in FIG. 2) of the wood piece, but the width of the wood piece is large. Direction (Fig. 2
(CD direction) has a property of low tensile strength. On the other hand, in the assembled spiral staircase, when a person gets on the step board 3, a load is applied on the step board 3 (for example, an arrow W in FIG. 3).
Is added, and the column 1 is tilted in the direction in which the load is applied (for example, the direction C in FIG. 3). When the column tilting force is applied in a direction (C direction) where the tensile strength of the landing board (made of laminated wood) 4 is weak, the wood pieces of the landing board 4 are separated from each other, and the landing board 4 is used for a long time. There was a possibility that cracks would occur on the landing board 4 if it was. In addition, in the spiral staircase of the illustrated example, a coping 42, an upper handrail 46, and the like are attached to the upper surface of the landing board 4, but these members have almost no deterrent to the pulling force in the C direction against the landing board 4. .

【0009】本願発明は、従来の螺旋階段における上記
問題点に鑑み、踊場板を組付ける際の作業を容易に行え
るようにするとともに、踊場板に対して引っ張り強度の
弱い方向に引っ張り作用が生じないようにした螺旋階段
の組立構造を提供することを目的としている。
The present invention has been made in view of the above-described problems of the conventional spiral staircase, and has been made to facilitate the work of assembling a landing board, and to produce a pulling action in a direction of low tensile strength with respect to the landing board. It is an object of the present invention to provide a spiral staircase assembling structure.

【0010】[0010]

【課題を解決するための手段】本願発明は、上記課題を
解決するための手段として次の構成を有している。本願請求項1の発明 本願請求項1の発明は、支柱に対して複数枚の段板を螺
旋状に配置するとともに、支柱の上部に踊場板を取付け
た螺旋階段を対象にしている。
The present invention has the following structure as means for solving the above-mentioned problems. The invention of claim 1 of the present application The invention of claim 1 of the present application is directed to a spiral staircase in which a plurality of step plates are spirally arranged on a support, and a landing plate is attached to an upper portion of the support.

【0011】各段板間にはそれぞれ所定高さのスペーサ
ーが介設されている。各スペーサー、各段板、及び踊場
板は、支柱の外周に支柱上端部から順次嵌装させて装着
される。尚、各段板及び踊場板は、それぞれ基端部に形
成した穴を支柱上端部から嵌挿させることによって支柱
の外周に装着される。各段板及び踊場板のそれぞれ外端
部には、それぞれ柵材を介して螺旋状の手摺部材が取付
けられている。
A spacer having a predetermined height is interposed between the step plates. Each spacer, each step board, and a landing board are fitted to the outer periphery of the column in order from the column upper end. In addition, each step board and a landing board are attached to the outer periphery of a support | pillar by inserting the hole formed in the base end from the support | pillar upper end part, respectively. A spiral handrail member is attached to each outer end of each step board and landing board via a fence material.

【0012】支柱は、高強度を必要とすることから鋼製
パイプが使用されているが、この支柱の外周には、スペ
ーサー、段板、踊場板が嵌装されているので、該支柱が
外部から見えなくなっている。
[0012] A steel pipe is used for the pillar because it requires high strength. However, a spacer, a step board and a landing board are fitted around the pillar, so that the pillar is externally mounted. Is no longer visible.

【0013】踊場板は、高級感を出させるために木材製
の板材を使用している。この種の踊場板は、例えば1m
×1m程度の大面積を有している関係で1枚物の木製板
を使用することができず、この種の踊場板には、多数の
木材小片を接着剤で接着させた集成材製の板を使用して
いる場合が多い。ところで、集成材製の板材では、木材
小片の長手方向には引っ張り強度が強いが、木材小片の
幅方向には引っ張り強度が弱いという性質がある。
The landing board uses a wood board to give a sense of quality. This type of landing board is, for example, 1m
Because it has a large area of about 1m, a single wooden board cannot be used, and this type of landing board is made of glulam laminated with a large number of small pieces of wood glued together with an adhesive. Often a board is used. By the way, a laminated wood plate has a property that the tensile strength is strong in the longitudinal direction of the small piece of wood, but is low in the width direction of the small piece of wood.

【0014】そして、本願発明の螺旋階段では、支柱の
上端部と建築物下地材とを、踊場板の下面側において引
っ張り強度の大きい連結材で連結している。この連結材
は、金属あるいは強化プラスチック等の、引っ張り強度
の大きい材料で製作されている。この連結材の一端が固
定される建築物下地材としては、螺旋階段が設置される
位置における建築物壁面(例えば柱、梁、桁等)の高強
度部分が好ましい。又、この請求項1では、連結材とし
て支柱上端部と建築物下地材との間を連結し得る1本物
の長尺材であってもよい。
[0014] In the spiral staircase of the present invention, the upper end of the pillar and the building base material are connected to each other on the lower surface side of the landing board by a connecting material having high tensile strength. This connecting member is made of a material having high tensile strength, such as metal or reinforced plastic. As a building base material to which one end of the connecting member is fixed, a high strength portion of a building wall surface (for example, a column, a beam, a girder, etc.) at a position where a spiral staircase is installed is preferable. Further, in the first aspect, the connecting member may be a single long material capable of connecting between the upper end portion of the column and the building base material.

【0015】この請求項1の螺旋階段の組立構造では、
踊場板は、支柱に対してスペーサーと段板とを交互に嵌
装させた後、支柱上端部と建築物下地材とに跨がって設
置されるが、この踊場板の設置前には支柱上端部と建築
物下地材間に連結材が介設される。従って、踊場板の取
付け作業時には、連結材により支柱が安定姿勢で支持さ
れており、踊場板の基端部(穴)を支柱上端部に嵌装さ
せる際に支柱がグラつくことがない。尚、踊場板を支柱
上端部から嵌装させる場合には、該踊場板を担いで脚立
の上部まで登り、そこで作業を行うが、踊場板の基端部
(穴)を支柱上端部に嵌装させる際に予め支柱がグラつ
かないようにしておけば、踊場板の穴を支柱上端部に位
置合わせする作業が容易となり、しかも支柱がグラつか
ないので支柱下端部を固定している床面が損傷しない。
[0015] In the assembly structure of the spiral staircase of the first aspect,
The landing board is installed by alternately fitting spacers and step boards to the support, and then straddling the upper end of the support and the base material of the building. A connecting member is interposed between the upper end portion and the building base material. Therefore, at the time of the operation of attaching the landing board, the support is supported in a stable posture by the connecting member, and the support does not become rough when the base end (hole) of the landing board is fitted to the upper end of the support. When the landing board is to be fitted from the upper end of the support, the player carries the landing board and climbs up to the upper part of the stepladder, and performs work there, but fits the base end (hole) of the landing board to the upper end of the support. If you do not make the struts stick beforehand, the work of aligning the hole of the landing board with the upper end of the strut will be easy, and the struts that fix the lower end of the strut will be easier because the struts do not stick. Does not damage.

【0016】又、この螺旋階段の組立状態では、支柱上
端部と建築物下地材(高強度である)とを引っ張り強度
の大きい連結材で連結しているので、もし支柱に対して
傾動させるような作用が働いても、その傾動力を連結材
で支持でき、踊場板に対して悪影響(引っ張り作用)が
生じない。本願請求項2の発明 本願請求項2の発明は、請求項1の螺旋階段の組立構造
において、連結材は、一端に建築物下地材に取付け得る
取付部を設けた基側分割片と、一端に支柱上端部に上方
から嵌合し得るリング部を設けた先側分割片とに2分割
している。
In the assembled state of the spiral stairs, the upper end of the column and the base material of the building (high strength) are connected by a connecting member having high tensile strength. Even if such a function works, the tilting power can be supported by the connecting member, and no adverse effect (pulling action) occurs on the landing board. According to a second aspect of the present invention, in the assembly structure of the spiral staircase according to the first aspect, the connecting member includes a base-side split piece provided with an attaching portion that can be attached to a building base material at one end; And a front-side split piece provided with a ring portion that can be fitted from above into the upper end of the support column.

【0017】又、基側分割片の他端と先側分割片の他端
には、それぞれ相互に係合して連結される係合受部と係
合部とを形成している。
The other end of the base divided piece and the other end of the front divided piece are formed with an engagement receiving portion and an engagement portion which are respectively engaged and connected with each other.

【0018】さらに、この請求項2で使用される連結材
では、基側分割片の取付部を建築物下地材に固定し且つ
支柱を所定位置に立設した状態で、先側分割片のリング
部と係合部とを、支柱上端部と基側分割片の係合受部と
にそれぞれ上方から係合させ得るようにしている。
Further, in the connecting member used in the second aspect, the mounting portion of the base side split piece is fixed to the base material of the building and the column of the front side split piece is erected at a predetermined position. The portion and the engaging portion can be engaged with the upper end portion of the column and the engagement receiving portion of the base split piece from above, respectively.

【0019】このように、連結材を基側分割片と先側分
割片の2つに分割しておくと、基側分割片を予め建築物
下地材の所定位置に固定しておくことができ、後は先側
分割片を上方から降ろして、一端側のリング部を支柱上
端部に嵌合させる一方、他端側の係合部を基側分割片の
係合受部に係合させるだけでよい。即ち、支柱上端部と
建築物下地材間を連結材で連結する構造において、1本
物の連結材を使用する場合のように、一端側を支柱上端
部に係止した状態でその他端側を建築物下地材に固定し
なくともよくなり、連結材による支柱上端部と建築物下
地材との連結作業が容易となる。
As described above, when the connecting member is divided into two parts, the base divided piece and the front divided piece, the base divided piece can be fixed to a predetermined position of the building base material in advance. Then, the front split piece is lowered from above, and the ring portion on one end is fitted to the upper end portion of the support, while the engaging portion on the other end is engaged with the engagement receiving portion of the base split piece. Is fine. That is, in a structure in which the upper end of the pillar is connected to the base material of the building with a connecting material, as in the case of using a single real connecting material, one end is locked to the upper end of the pillar and the other end is connected to the building. It is not necessary to fix to the base material of the building, and the connecting work between the upper end of the column and the building base material by the connecting material becomes easy.

【0020】[0020]

【発明の実施の形態】図5〜図8に示す本願実施形態の
螺旋階段の組立構造を説明する。尚、この実施形態の螺
旋階段は、組立状態において図1及び図2に示す螺旋階
段と同形状であり、本願実施形態の説明においても図1
及び図2を援用する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An assembly structure of a spiral staircase according to an embodiment of the present invention shown in FIGS. Note that the spiral staircase of this embodiment has the same shape as the spiral staircase shown in FIGS. 1 and 2 in an assembled state, and the spiral staircase shown in FIGS.
2 and FIG.

【0021】本願実施形態の螺旋階段に使用される各部
材は、次の通りである。即ち、図1、図2及び図5〜図
8に示すように、床面10上に立設固定される1本の支
柱1と、合計12枚の段板3,3・・と、1枚の踊場板
4と、床面10と段板3間、又は各段板3,3間、及び
段板3と踊場板4間にそれぞれ段差を持たせるための合
計13個のスペーサー2,2・・と、各段板3の基端部
3aを補強するための合計12個の座金15,15・・
(図5)と、1本の螺旋状の手摺部材6と、各段板3の
外端部3b(又は踊場板4の外端部4b)と手摺部材6
とを連結する複数本の柵材7,7・・と、上下の各段板
3,3の外端部3b同士、及び段板外端部3bと踊場板
外端部4bとを連結する各連結具7a,7a・・と、踊
場板4の上面に設置される柱材8、笠木42、上部手摺
46、柵材47等からなる上部柵体構成部材と、支柱1
の上部に螺合されるネジ部材9と、支柱1の上端部1a
と建築物下地材(例えば壁面)11とを連結する連結材
5、とを基本部材として構成されている。
Each member used in the spiral staircase of the embodiment of the present invention is as follows. That is, as shown in FIGS. 1 and 2 and FIGS. 5 to 8, one support column 1 erected and fixed on the floor surface 10, a total of twelve step boards 3, 3. A total of thirteen spacers 2, 2,... For providing a step between the landing plate 4 and the floor 10 and the step board 3, or between the step boards 3 and 3, and between the step board 3 and the landing board 4, respectively. And a total of 12 washers 15 for reinforcing the base end 3a of each step board 3
(FIG. 5), one spiral handrail member 6, the outer end 3b of each step board 3 (or the outer end 4b of the landing plate 4) and the handrail member 6
, The outer ends 3b of the upper and lower step boards 3, 3 and the outer ends 3b of the step board and the outer ends 4b of the landing boards are connected. .. Connecting members 7a, 7a,..., A column member 8, an upper fence member 42, an upper handrail 46, a fence member 47, etc.
And a screw member 9 screwed to the upper part of the upper end of the support 1
And a connecting member 5 for connecting a building base material (for example, a wall surface) 11 to the base material.

【0022】尚、本願実施形態で使用される各部材のう
ち、支柱1、スペーサー2、段板3、踊場板4、手摺部
材6、柵材7、柱材8、笠木42、上部手摺46、柵材
47は、一部を除いて基本的に図1〜図4に示す従来例
のものと同構造であり、以下に説明する相違部分以外
は、上記従来例の説明を援用する。
Among the members used in the embodiment of the present invention, the support 1, the spacer 2, the step board 3, the landing board 4, the handrail member 6, the fence 7, the column 8, the coping 42, the upper handrail 46, The fence member 47 has basically the same structure as that of the conventional example shown in FIGS. 1 to 4 except for a part, and the description of the above-described conventional example is cited except for the differences described below.

【0023】支柱1の上端部1aには、その内面に雌ネ
ジが形成されている。又、支柱1の下端部にはビス穴つ
きのフランジ1bが形成されている。
A female screw is formed on the inner surface of the upper end 1a of the column 1. Further, a flange 1b having a screw hole is formed at a lower end portion of the support column 1.

【0024】ネジ部材9は、図5に示すように、雄ネジ
を形成した螺筒部分の上端部にフランジ91を形成した
ものを採用している。このネジ部材9の雄ネジは、支柱
上端部1aの雌ネジに螺合するものである。フランジ9
1は、踊場板4の基端部(角部)4aに形成した穴4e
の内径より大きい外径を有している。例えば、踊場板4
の穴4eの内径が90mm程度であるのに対して、ネジ部
材9のフランジ91の外径を140mm程度としている。
又、該フランジ91部分には、締込用ハッカーの突起を
係入させる係止穴(合計4つ)を形成している。
As shown in FIG. 5, the screw member 9 is formed by forming a flange 91 at the upper end of a threaded tube portion having an external thread. The male screw of the screw member 9 is screwed with the female screw of the upper end portion 1a of the column. Flange 9
1 is a hole 4e formed in the base end (corner) 4a of the landing plate 4
Has an outer diameter larger than the inner diameter of For example, landing board 4
The inner diameter of the hole 4e is about 90 mm, while the outer diameter of the flange 91 of the screw member 9 is about 140 mm.
Further, locking holes (four in total) are formed in the flange 91 to receive the projections of the tightening hacker.

【0025】座金15は、段板3の基端部3aに形成し
ている穴の口縁部を補強するためのものであり、厚さが
3mm程度のものを使用している。座金15の穴は、支柱
1の外径よりごく僅かに大きい程度(例えば91mm)で
ある。
The washer 15 is used to reinforce the rim of the hole formed in the base end 3a of the step board 3, and has a thickness of about 3 mm. The hole of the washer 15 is slightly larger (for example, 91 mm) than the outer diameter of the column 1.

【0026】スペーサー2、段板3、及び踊場板4は、
それぞれ従来例で記載したものが使用されている。尚、
スペーサー2、段板3、及び踊場板4は、それぞれ木材
製である。又、段板3は、その木目が段板長手方向(左
右幅方向)に向くようにして切り出される。又、踊場板
4としては、多数の木材小片を接着剤で接着させた集成
材製の板を使用している。従って、この踊場板4では、
木材小片の幅方向(図5及び図6のC−D方向)には引
っ張り強度が弱いという性質がある。
The spacer 2, the step board 3, and the landing board 4
Those described in the conventional examples are used. still,
The spacer 2, the step board 3, and the landing board 4 are each made of wood. In addition, the step board 3 is cut out such that its grain faces the longitudinal direction of the step board (lateral width direction). As the landing board 4, a board made of glued laminated wood in which a number of small pieces of wood are adhered with an adhesive is used. Therefore, in this landing board 4,
There is a property that the tensile strength is low in the width direction of the small wood piece (the CD direction in FIGS. 5 and 6).

【0027】各スペーサー2の下面には、座金15(又
は支柱下端部のフランジ1b)を嵌入させる座繰り部が
形成されている。又、最上段のスペーサー2の上面に
は、連結材5の先側分割片56の一部を嵌入させる凹部
2aが形成されている。この凹部2aには、次に説明す
る連結材5の先側分割片56のリング部57も嵌入され
る。
On the lower surface of each spacer 2, there is formed a counterbore for fitting the washer 15 (or the flange 1b at the lower end of the column). In addition, a concave portion 2 a into which a part of the front divided piece 56 of the connecting member 5 is fitted is formed on the upper surface of the uppermost spacer 2. The ring portion 57 of the front split piece 56 of the connecting member 5 described below is also fitted into the concave portion 2a.

【0028】支柱上端部1aと建築物下地材11とを連
結する連結材5は、図7及び図8に拡大図示するよう
に、建築物下地材11側に取付けられる基側分割片51
と支柱上端部1aに嵌合される先側分割片56とに2分
割されている。この基側分割片51及び先側分割片56
は、この実施形態ではそれぞれ鋼材で製作されている。
尚、この各分割片51,56は、引っ張り強度の強いも
のであれば適宜の材料(例えば強化プラスチック)を使
用することができる。
As shown in FIG. 7 and FIG. 8, a connecting member 5 for connecting the upper end portion 1a of the column and the building base material 11 is a base split piece 51 attached to the building base material 11 side.
And a front split piece 56 fitted to the upper end 1a of the support. The base side split piece 51 and the front side split piece 56
Are made of steel in this embodiment.
The divided pieces 51 and 56 can be made of an appropriate material (for example, reinforced plastic) as long as it has a high tensile strength.

【0029】基側分割片51は、例えば20cm程度の長
さの細長板部を有し、その一端に建築物下地材11に固
定する取付部52を形成するとともに、他端に係合受部
53を形成している。取付部52は、下向きに屈曲させ
ており、その屈曲部にボルト55を挿通させる穴を形成
している。係合受部53は、図7及び図8に示すように
鉤形凸部53aと鉤形凹部53bを有している。鉤形凹
部53bの底部には受棚54が取付けられている。
The base side split piece 51 has an elongated plate portion having a length of, for example, about 20 cm, and has an attachment portion 52 fixed to one end of the building base material 11 at one end, and an engagement receiving portion at the other end. 53 are formed. The mounting portion 52 is bent downward, and a hole for inserting the bolt 55 is formed in the bent portion. The engagement receiving portion 53 has a hook-shaped convex portion 53a and a hook-shaped concave portion 53b as shown in FIGS. A receiving shelf 54 is attached to the bottom of the hook-shaped recess 53b.

【0030】先側分割片56は、例えば80cm程度の長
さの細長板部を有し、その一端に支柱上端部1aに嵌合
し得るリング部57を形成するとともに、他端に係合部
58を形成している。リング部57の内径は、支柱上端
部1aの外径とほぼ同じかごく僅かに大きい程度(例え
ばリング部57の内径が91mm)に形成されている。そ
して、リング部57は、支柱上端部1aの外周に上方か
ら嵌合させ得るようになっている。係合部58は、基側
分割片51側の係合受部53に対してほとんどガタつき
のない状態で凹凸係合し得る形状に形成されている。即
ち、この係合部58には、係合受部53側の鉤形凹部5
3bに係入する鉤形凸部58aと、係合受部53側の鉤
形凸部53aを係入させる鉤形凹部58bとを有してい
る。そして、先側分割片56の係合部58は、基側分割
片51の係合受部53に対して上方から凹凸係合させる
ことができるようになっている。この係合状態では、図
7に示すように、各側の鉤形凸部53a,58aが相手
側の鉤形凹部53b,58bに嵌入し、且つ先側分割片
56側の鉤形凸部58aが基側分割片51の鉤形凹部5
3bにある受棚54上に載って、基側分割片51と先側
分割片56とが段差なしに連続するようになる。又、図
7に示すように連結材5の連続状態では、基側分割片5
1と先側分割片56とが引っ張り方向に対して強固に連
結されるとともに、左右に屈曲できないようになってい
る。
The front split piece 56 has an elongated plate portion having a length of, for example, about 80 cm, and has a ring portion 57 at one end thereof which can be fitted to the upper end portion 1a of the support, and an engaging portion at the other end. 58 are formed. The inner diameter of the ring portion 57 is formed to be substantially the same as the outer diameter of the column upper end portion 1a and slightly larger (for example, the inner diameter of the ring portion 57 is 91 mm). The ring portion 57 can be fitted to the outer periphery of the column upper end 1a from above. The engaging portion 58 is formed in a shape that can be unevenly engaged with the engagement receiving portion 53 on the base side split piece 51 side with almost no play. That is, the hook portion 5 on the side of the engagement receiving portion 53 is
3b, and a hook-shaped concave portion 58b for engaging the hook-shaped convex portion 53a on the engagement receiving portion 53 side. The engaging portion 58 of the front split piece 56 can be engaged with the engagement receiving portion 53 of the base split piece 51 from above. In this engaged state, as shown in FIG. 7, the hook-shaped protrusions 53a, 58a on each side are fitted into the hook-shaped recesses 53b, 58b on the other side, and the hook-shaped protrusions 58a on the front split piece 56 side. Is the hook-shaped recess 5 of the base divided piece 51
The base split piece 51 and the front split piece 56 are placed on the receiving shelf 54 in 3b without any step. In addition, as shown in FIG.
1 and the front-side split piece 56 are firmly connected in the pulling direction, and cannot be bent left and right.

【0031】本願実施形態の螺旋階段は、次のように組
立てられている。まず、連結材5の基側分割片51を建
築物下地材11の所定位置にボルト55で固定する。即
ち、この基側分割片51は、踊場板4の下面が位置する
高さで、且つ支柱1の立設予定位置に対応する位置にお
いて該支柱1に指向する姿勢で水平に取付けられる。
尚、この連結材5は、踊場板(集成材製)4における引
っ張り強度の弱い側(木材小片の幅方向であるC−D方
向)を補強するものであり、踊場板4の向き(右旋回上
がりか左旋回上がりかによって異なる)によって所定の
壁面11に設置される。又、基側分割片51を取付けた
後、建築物下地材(2面)11,11に踊場板4の受け
桟12,12を取付ける。
The spiral staircase of the embodiment of the present invention is assembled as follows. First, the base divided piece 51 of the connecting member 5 is fixed to a predetermined position of the building base material 11 with a bolt 55. That is, the base side split piece 51 is horizontally mounted at a height where the lower surface of the landing plate 4 is located and at a position corresponding to the planned standing position of the column 1 in a posture facing the column 1.
The connecting member 5 reinforces the side of the landing board (made of laminated wood) 4 having a low tensile strength (the CD direction which is the width direction of the small piece of wood), and the direction of the landing board 4 (clockwise rotation). (Depending on whether it is turning up or turning left). After attaching the base division piece 51, the receiving bars 12, 12 of the landing board 4 are attached to the building base materials (two surfaces) 11, 11.

【0032】他方、支柱1は、図5又は図6に示すよう
に、その下端部フランジ1bをビスで床面10に締め付
けることで該床面10上に立設固定する。尚、支柱1
は、その上端部1aを連結材5で連結するまでは、下端
部フランジ1bのビス止めだけで立設されることにな
る。
On the other hand, as shown in FIG. 5 or FIG. 6, the support column 1 is fixed upright on the floor surface 10 by fastening the lower end flange 1b to the floor surface 10 with screws. In addition, pillar 1
Until the upper end portion 1a is connected with the connecting member 5, the upper end portion is erected only by screwing the lower end portion flange 1b.

【0033】次に、支柱1の外周に、支柱上端部1aか
ら1つのスペーサー2と1枚の段板3と1つの座金15
を1組として嵌装させた後、ビス(合計6本)を座金1
5のビス穴及び段板3のビス穴を通してスペーサー2の
上面にネジ込んで、該座金15と段板3とスペーサー2
とを一体化させる。尚、支柱上端部1a付近での作業
は、作業員が脚立に登って行う。同様にして、スペーサ
ー2と段板3と座金15を1組として合計12組(12
段の段板3)を順次支柱上端部1aから嵌装させ、且つ
1組の座金15と段板3とスペーサー2ごとにビスで一
体化させる。その後、支柱1の上部寄り外周に最後のス
ペーサー2(上面に凹部2aつきのスペーサー2)を嵌
装させる。この状態では、図8に示すように、支柱上端
部1aが最上部のスペーサー2の上面から踊場板4の厚
さよりやや短い程度だけ露出している。尚、この段階で
は、各段板3,3・・は、図4に示すように1段ごとに
相互に逆向きに指向させて、支柱1に対する各段板の重
量バランスを均等にする。
Next, one spacer 2, one step plate 3, and one washer 15 are arranged on the outer periphery of the column 1 from the column upper end 1 a.
After fitting as a set, screws (total of 6 screws) are
5 is screwed into the upper surface of the spacer 2 through the screw hole of the step board 3 and the screw hole of the step board 3, so that the washer 15, the step board 3 and the spacer 2
And are integrated. The work near the upper end 1a of the support column is performed by a worker climbing a stepladder. Similarly, a total of 12 pairs (12
The stepped plates 3) are sequentially fitted from the column upper end 1a, and are integrated with a set of washers 15, the stepped plate 3, and the spacer 2 with screws. Thereafter, the last spacer 2 (the spacer 2 having the concave portion 2a on the upper surface) is fitted to the outer periphery of the support 1 near the upper portion. In this state, as shown in FIG. 8, the upper end portion 1a of the column is exposed from the upper surface of the uppermost spacer 2 to a degree slightly shorter than the thickness of the landing plate 4. At this stage, the step boards 3, 3,... Are oriented in opposite directions to each other as shown in FIG.

【0034】次に、連結材5の先側分割片56を支柱上
端部1aより上方まで持ち運んで、そのリング部57を
支柱上端部1aに上方から嵌合させる一方、先側分割片
56の係合部58を先に固定している基側分割片51の
係合受部53に上方から係合させる。このように、先側
分割片56は、その両端部(リング部57と係合部5
8)をそれぞれ上方からの落とし込みによって支柱上端
部1aと基側分割片51間に介設させ得るようになって
いるので、その先側分割片56の取付け作業が容易とな
る。しかも、連結材5が1本物の場合では、連結材一端
を支柱上端部1aに連結した状態で連結材他端を足場の
悪い脚立上で且つ不自然な姿勢で建築物下地材11に固
定(ボルト止め)しなければならないが、本願実施形態
ではそのボルト止め作業を基側分割片51のみの簡易な
作業で行える。
Next, the front divided piece 56 of the connecting member 5 is carried above the upper end 1a of the column, and the ring portion 57 is fitted to the upper end 1a of the column from above. The joint portion 58 is engaged from above with the engagement receiving portion 53 of the base side split piece 51 previously fixed. As described above, both ends (the ring portion 57 and the engaging portion 5)
8) can be interposed between the upper end portion 1a of the column and the base division piece 51 by dropping from above, respectively, so that the work of attaching the front division piece 56 becomes easy. Moreover, in the case where the connecting member 5 is one, the other end of the connecting member is fixed to the building base material 11 in an unnatural posture on a stepladder having a poor scaffold while one end of the connecting member is connected to the column upper end portion 1a ( However, in the present embodiment, the bolting operation can be performed by a simple operation using only the base side split piece 51.

【0035】そして、この状態では、図7に示すように
基側分割片51と先側分割片56とが係合状態で一直線
上に連続し、支柱上端部1aを一連の連結材5を介して
建築物下地材11側で支持するようになる。従って、支
柱1は上下2箇所で固定されるので、その立設姿勢が安
定する。
In this state, as shown in FIG. 7, the base side split piece 51 and the front side split piece 56 continue in a straight line in an engaged state, and the upper end 1a of the support is connected via a series of connecting members 5. And is supported on the building base material 11 side. Therefore, since the support | pillar 1 is fixed at upper and lower two places, the upright attitude | position is stabilized.

【0036】次に、各受け桟12,12の上面に接着剤
を塗布し、続いて踊場板4を担いで脚立に登り、踊場板
4を水平姿勢にした状態で該踊場板4の穴4e(図5)
を支柱上端部1aに嵌装させる。このように、踊場板4
の穴4eを支柱上端部1aに嵌装させる際に、支柱1が
連結材5により安定姿勢で立設されているので、もし踊
場板4で立設構造体Y(図4)の上部を押しても支柱1
がグラつくことがない。従って、支柱下端部(フランジ
1b)が床面10に対してこねるような作用が働かない
ので、該床面10が損傷することがない。又、支柱1が
安定姿勢で立設されていると、踊場板4の穴4eを支柱
上端部1aに位置合わせする作業及びその嵌合作業がし
易くなる。尚、このとき、踊場板4の2辺の下面が各受
け桟12,12の上面の接着剤に接触して固着される。
又、その後に、受け桟12と踊場板4とをビス止めする
とよい。
Next, an adhesive is applied to the upper surfaces of the receiving bars 12, 12, and then the landing plate 4 is carried on a stepladder while the landing plate 4 is in a horizontal position. (Fig. 5)
Is fitted to the column upper end 1a. Thus, landing board 4
When fitting the hole 4e into the upper end portion 1a of the column, the column 1 is erected in a stable posture by the connecting member 5, so if the landing plate 4 pushes the upper part of the standing structure Y (FIG. 4), Also support 1
There is no grind. Accordingly, the lower end portion of the column (flange 1b) does not work to knead the floor surface 10, so that the floor surface 10 is not damaged. In addition, when the column 1 is standing in a stable posture, the operation of aligning the hole 4e of the landing plate 4 with the column upper end 1a and the operation of fitting the column 4e become easier. At this time, the lower surfaces of the two sides of the landing plate 4 are fixed by contacting the adhesive on the upper surfaces of the receiving bars 12, 12.
After that, the receiving bar 12 and the landing plate 4 may be screwed.

【0037】次に、支柱上端部1aの雌ネジにネジ部材
9を緩く螺合させる(必要に応じて締込用ハッカーを使
用する)。この状態では、ネジ部材9のフランジ91が
踊場板4の上側に位置し、且つ該フランジ91が踊場板
4の穴4eより大きいので、踊場板4が支柱1の上端か
ら抜け落ちることがない。尚、この状態では、各段板
3,3・・が支柱1の外周で水平回動可能となってい
る。
Next, the screw member 9 is loosely screwed into the female screw at the upper end portion 1a of the column (a tightening hacker is used if necessary). In this state, since the flange 91 of the screw member 9 is located above the landing plate 4 and the flange 91 is larger than the hole 4 e of the landing plate 4, the landing plate 4 does not fall off from the upper end of the column 1. In this state, each of the step plates 3, 3,... Is horizontally rotatable around the outer periphery of the column 1.

【0038】次に、従来例と同様に、踊場板4を基準に
して、各段板3,3・・を上段側から順に所定角度(例
えば角度30°)づつずらせた状態でそれぞれ連結具7
a(図1)で連結した後、各段板3,3・・の外端部3
b及び踊場板4の外端部4bにそれぞれ柵材7,7・・
を立設し、さらに該各柵材7,7・・の先端部に螺旋状
の手摺部材6を連結する。
Next, in the same manner as in the conventional example, the connecting members 7 are shifted from the upper side by a predetermined angle (for example, an angle of 30 °) in order from the landing board 4 in order from the upper side.
a (FIG. 1), the outer ends 3 of the step boards 3, 3,.
b and fence members 7, 7, ... at the outer end 4b of the landing board 4, respectively.
, And a spiral handrail member 6 is connected to the tip of each of the fences 7, 7,.

【0039】そして、この状態で、締込用ハッカーを使
用してネジ部材9を強く締め込む。すると、該ネジ部材
9のフランジ91の下面で踊場板4の上面を押し下げ、
該フランジ91の下面と床面10との間で、各スペーサ
ー2,2・・、各段板3,3・・、及び踊場板4が強固
に緊締される。尚、その後、ネジ部材9のフランジ91
を踊場板4の穴4eの口縁部にビス(合計4本)で固定
する(ネジ部材9が緩まない)。
Then, in this state, the screw member 9 is strongly tightened using a tightening hacker. Then, the upper surface of the landing plate 4 is pushed down by the lower surface of the flange 91 of the screw member 9,
Between the lower surface of the flange 91 and the floor 10, the spacers 2, 2,..., The step boards 3, 3, and the landing plate 4 are firmly tightened. After that, the flange 91 of the screw member 9
Is fixed to the edge of the hole 4e of the landing plate 4 with screws (total of four screws) (the screw member 9 is not loosened).

【0040】次に、踊場板4上の基端側一辺部分に笠木
42を接着剤で接着させ、柱材8の下部突棒を接着剤を
介して笠木基端部の穴及びネジ部材9の穴に差込み、柵
材47を笠木42上に立設し、該柵材47上部に上部手
摺46を取付けると、この螺旋階段の組立ては完了す
る。尚、この状態では、連結材5が踊場板4の下面に露
出しているが、この連結材5部分は例えば図6に鎖線図
示(符号59)するように化粧用カバーで被覆すること
ができる。
Next, a cap 42 is adhered to one side of the base end side of the landing plate 4 with an adhesive, and the lower protruding bar of the column member 8 is attached to the hole at the base end of the cap and the screw member 9 via the adhesive. When the fence 47 is inserted into the hole, the fence 47 is erected on the coping 42, and the upper handrail 46 is attached to the top of the fence 47, the assembly of the spiral staircase is completed. In this state, the connecting member 5 is exposed on the lower surface of the landing plate 4, but the connecting member 5 can be covered with a decorative cover, for example, as shown by a dashed line in FIG. 6 (reference numeral 59). .

【0041】この螺旋階段の組立状態では、例えば図1
及び図2に示すように、踊場板(集成材製)4における
引っ張り強度が弱い方向(木材小片の長さ方向であるC
−D方向)に向けて連結材5が取付けられているので、
図6に示すように支柱1を挟んで踊場板4と反対側の段
板3に荷重Wがかかって支柱1を矢印C側に傾動させる
ような作用が働いても、その傾動力を連結材5で支持で
き、踊場板4に対して引っ張り作用が生じない。
In the assembled state of this spiral staircase, for example, FIG.
As shown in FIG. 2 and FIG. 2, a direction in which the tensile strength of the landing plate (made of laminated wood) 4 is weak (C is the length direction of the wood piece)
Since the connecting member 5 is attached toward (−D direction),
As shown in FIG. 6, even if a load W is applied to the step board 3 on the opposite side of the landing plate 4 with the support 1 interposed therebetween, and the function of tilting the support 1 to the arrow C side works, the tilting power is used for the connecting member. 5 can be supported, and no pulling action occurs on the landing board 4.

【0042】[0042]

【発明の効果】本願請求項1の発明の効果 本願請求項1の螺旋階段の組立構造では、踊場板4とし
て木材製の板材を使用する一方、支柱1の上端部1aと
建築物下地材11とを踊場板4の下面側において引っ張
り強度の大きい連結材5で連結したことを特徴としてい
る。
According to the assembling structure of the spiral staircase of the first aspect of the present invention, a wooden board is used as the landing board 4, while the upper end 1a of the column 1 and the building base material 11 are used. Are connected on the lower surface side of the landing plate 4 by a connecting member 5 having high tensile strength.

【0043】従って、本願請求項1では、支柱1に対し
て、踊場板4の引っ張り強度が弱い側(集成材製であれ
ば木材小片の幅方向拡張側)に傾動させるような作用が
働いても(例えば支柱1を挟んで踊場板4とは反対側に
位置する段板3に荷重がかかったときでも)、その傾動
力を連結材5で支持でき、踊場板4の引っ張り強度が弱
い場合でも該踊場板4にヒビ割れのような悪影響が発生
しないという効果がある。
Therefore, according to the first aspect of the present invention, the function of tilting the strut 1 toward the side where the tensile strength of the landing plate 4 is low (the side in the width direction of the small wood piece in the case of laminated wood) acts. (For example, even when a load is applied to the step board 3 located on the opposite side to the landing board 4 with the support 1 interposed therebetween), the tilting power can be supported by the connecting member 5 and the tensile strength of the landing board 4 is weak. However, there is an effect that adverse effects such as cracks do not occur on the landing plate 4.

【0044】又、踊場板4は、支柱1に各段板3,3・
・を装着させた後、支柱上端部1aと建築物下地材11
とに跨がって設置されるが、この踊場板4の設置前に支
柱上端部1aと建築物下地材11間に連結材5が介設さ
れるので、踊場板4の取付け作業時には、支柱1が安定
姿勢で支持されている。従って、踊場板4の基端部(穴
4e)を支柱上端部1aに嵌装させる際に支柱1がグラ
つくことがないので、踊場板4の取付け作業がし易くな
るとともに、しかも支柱がグラつかないので支柱下端部
を固定している床面10が損傷しないという効果があ
る。本願請求項2の発明の効果 本願請求項2の発明は、請求項1の螺旋階段の組立構造
において、連結材5を、建築物下地材11側に取付けら
れる基側分割片51と、支柱上端部1aに連結される先
側分割片56とに2分割し、先に基側分割片51を建築
物下地材11に取付けた状態で先側分割片56を上方か
ら落とし込むことで、該先側分割片56を支柱上端部1
aと基側分割片51間に介設できるようにしている。従
って、支柱上端部1aと建築物下地材11間を連結材5
で連結する際に、連結材5の一端側を支柱上端部1aに
係止した状態でその他端側を建築物下地材11に固定し
なくともよく、連結材5による支柱上端部1aと建築物
下地材11との連結作業が容易となるという効果があ
る。特に、螺旋階段の組立て作業は、脚立に登って足場
の悪い高所で行う必要があるが、本願請求項2のよう
に、連結材5を2分割し、支柱上端部1aと建築物下地
材11側に固定した基側分割片51間に先側分割片56
を落とし込むだけで一連の連結材5を構成できるように
すると、安全に且つ短時間で作業できる。
The landing board 4 is provided on the support 1 by the step boards 3, 3,.
・ After mounting, the upper end 1a of the support and the base material 11 of the building
Before the landing board 4 is installed, the connecting member 5 is interposed between the upper end portion 1a of the support and the base material 11 of the building. 1 is supported in a stable posture. Therefore, when the base end portion (hole 4e) of the landing plate 4 is fitted to the upper end portion 1a of the column, the column 1 does not become uneven. Since it is not connected, there is an effect that the floor surface 10 fixing the lower end of the column is not damaged. According to the second aspect of the present invention, in the assembly structure of the spiral staircase according to the first aspect, the connecting member 5 includes a base-side split piece 51 attached to the building base material 11 side, and an upper end of a column. By dividing the front split piece 56 from above with the base split piece 51 attached to the building base material 11 first, the front split piece 56 is divided into two parts, the front split piece 56 connected to the part 1a. Split the piece 56 to the upper end of the support 1
a and the base side split piece 51 can be interposed. Accordingly, the connecting material 5 is provided between the upper end portion 1a of the support and the building base material 11.
When connecting by using the connecting member 5, it is not necessary to fix one end of the connecting member 5 to the column upper end 1a and fix the other end of the connecting member 5 to the building base material 11; There is an effect that connection work with the base material 11 becomes easy. In particular, it is necessary to assemble the spiral stairs on a stepladder and at a high place where the scaffolding is not good. However, as in claim 2 of the present application, the connecting member 5 is divided into two parts, and The front split piece 56 between the base split piece 51 fixed to the 11 side.
If a series of connecting members 5 can be constructed simply by dropping the work, the work can be performed safely and in a short time.

【図面の簡単な説明】[Brief description of the drawings]

【図1】従来の螺旋階段の斜視図である。FIG. 1 is a perspective view of a conventional spiral staircase.

【図2】図1の平面図である。FIG. 2 is a plan view of FIG.

【図3】図2のIII−III断面図である。FIG. 3 is a sectional view taken along the line III-III of FIG. 2;

【図4】従来(図1)の螺旋階段の組立方法説明図であ
る。
FIG. 4 is an explanatory view of a method of assembling a conventional spiral staircase (FIG. 1).

【図5】本願実施形態の螺旋階段に使用される各部材の
分解斜視図である。
FIG. 5 is an exploded perspective view of each member used in the spiral staircase of the embodiment of the present application.

【図6】本願実施形態の螺旋階段の断面図(図3相当
図)である。
FIG. 6 is a sectional view (corresponding to FIG. 3) of a spiral staircase according to the embodiment of the present application.

【図7】図6のVII−VII拡大矢視図である。FIG. 7 is an enlarged view taken along the line VII-VII in FIG. 6;

【図8】本願実施形態の螺旋階段の組立構造の一部分解
斜視図である。
FIG. 8 is a partially exploded perspective view of an assembly structure of a spiral staircase according to the embodiment of the present application.

【符号の説明】[Explanation of symbols]

1は支柱、1aは支柱上端部、2はスペーサー、3は段
板、4は踊場板、5は連結材、6は手摺部材、7は柵
材、8は柱材、9はネジ部材、10は床面、11は建築
物下地材、12は受け桟、51は基側分割片、52は取
付部、53は係合受部、56は先側分割片、57はリン
グ部、58は係合部である。
1 is a column, 1a is a column upper end, 2 is a spacer, 3 is a step board, 4 is a landing plate, 5 is a connecting member, 6 is a handrail member, 7 is a fence member, 8 is a column member, 9 is a screw member, 10 Is a floor surface, 11 is a base material of a building, 12 is a receiving crosspiece, 51 is a base split piece, 52 is a mounting section, 53 is an engagement receiving section, 56 is a front split piece, 57 is a ring section, and 58 is a lock. It is a joint.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 支柱(1)に対して複数枚の段板(3,
3・・)を螺旋状に配置し、且つ支柱(1)の上部に踊
場板(4)を取付けた螺旋階段において、 踊場板(4)として木材製の板材を使用する一方、 支柱(1)の上端部(1a)と建築物下地材(11)と
を、踊場板(4)の下面側において引っ張り強度の大き
い連結材(5)で連結した、 ことを特徴とする螺旋階段の組立構造。
1. A plurality of steps (3, 3) for a support (1).
In a spiral staircase in which 3) are spirally arranged and a landing plate (4) is attached to the upper part of the support (1), a wooden plate is used as the landing plate (4), while the support (1) The upper end portion (1a) of the spiral staircase and the building base material (11) are connected by a connecting member (5) having a high tensile strength on the lower surface side of the landing plate (4).
【請求項2】 請求項1において、 連結材(5)は、一端に建築物下地材(11)に取付け
得る取付部(52)を設けた基側分割片(51)と、一
端に支柱上端部(1a)に上方から嵌合し得るリング部
(57)を設けた先側分割片(56)とに2分割し、 基側分割片(51)の他端と先側分割片(56)の他端
にそれぞれ相互に係合して連結される係合受部(53)
と係合部(58)とを形成する一方、 基側分割片(51)の取付部(52)を建築物下地材
(11)に固定し且つ支柱(1)を所定位置に立設した
状態で、先側分割片(56)のリング部(57)と係合
部(58)とを、支柱上端部(1a)と基側分割片(5
1)の係合受部(53)とにそれぞれ上方から係合させ
得るようにした、 ことを特徴とする螺旋階段の組立構造。
2. The connecting member (5) according to claim 1, wherein the connecting member (5) is provided at one end with a base split piece (51) provided with an attaching portion (52) that can be attached to the building base material (11), and at one end, a column upper end. Into two parts: a first split piece (56) provided with a ring portion (57) that can be fitted into the portion (1a) from above, and the other end of the base split piece (51) and the first split piece (56) Receiving portions (53) mutually engaged with and connected to the other ends of the members.
And the engaging portion (58) are formed, while the mounting portion (52) of the base split piece (51) is fixed to the building base material (11) and the support (1) is erected at a predetermined position. Then, the ring portion (57) and the engaging portion (58) of the front split piece (56) are connected to the upper end portion (1a) of the support column and the base split piece (5).
An assembly structure for a spiral staircase, wherein the assembly can be engaged with the engagement receiving portion (53) of 1) from above.
JP35677099A 1999-12-16 1999-12-16 Prefabricated frame structure of spiral stair Pending JP2001173184A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35677099A JP2001173184A (en) 1999-12-16 1999-12-16 Prefabricated frame structure of spiral stair

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35677099A JP2001173184A (en) 1999-12-16 1999-12-16 Prefabricated frame structure of spiral stair

Publications (1)

Publication Number Publication Date
JP2001173184A true JP2001173184A (en) 2001-06-26

Family

ID=18450685

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35677099A Pending JP2001173184A (en) 1999-12-16 1999-12-16 Prefabricated frame structure of spiral stair

Country Status (1)

Country Link
JP (1) JP2001173184A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006207158A (en) * 2005-01-25 2006-08-10 Yokomori Mfg Co Ltd Footstep unit and spiral staircase
CN112681807A (en) * 2021-01-15 2021-04-20 重庆大学 Convenient stair honeycomb building suitable for earthquake relief work

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006207158A (en) * 2005-01-25 2006-08-10 Yokomori Mfg Co Ltd Footstep unit and spiral staircase
JP4614161B2 (en) * 2005-01-25 2011-01-19 株式会社横森製作所 Step unit, spiral staircase
CN112681807A (en) * 2021-01-15 2021-04-20 重庆大学 Convenient stair honeycomb building suitable for earthquake relief work
CN112681807B (en) * 2021-01-15 2021-09-14 重庆大学 Convenient stair honeycomb building suitable for earthquake relief work

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