JPH044103Y2 - - Google Patents
Info
- Publication number
- JPH044103Y2 JPH044103Y2 JP13308286U JP13308286U JPH044103Y2 JP H044103 Y2 JPH044103 Y2 JP H044103Y2 JP 13308286 U JP13308286 U JP 13308286U JP 13308286 U JP13308286 U JP 13308286U JP H044103 Y2 JPH044103 Y2 JP H044103Y2
- Authority
- JP
- Japan
- Prior art keywords
- handrail
- frame
- cap
- kasagi
- support
- 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
Links
- 239000011162 core material Substances 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 239000000463 material Substances 0.000 description 12
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 229910052751 metal Inorganic materials 0.000 description 9
- 239000002184 metal Substances 0.000 description 9
- 238000000034 method Methods 0.000 description 9
- 238000003466 welding Methods 0.000 description 6
- 229910052782 aluminium Inorganic materials 0.000 description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000001010 compromised effect Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は、斜めの階段フレームと踊り場や2階
廊下等の床フレームとを連結して構成した鉄骨造
りの屋外階段ユニツトに取り付ける手摺の構造に
関するものである。[Detailed description of the invention] (Industrial application field) The present invention is a handrail structure that is attached to a steel-framed outdoor stairway unit that is constructed by connecting a diagonal stair frame and a floor frame for a landing, second floor hallway, etc. It is related to.
(従来の技術及びその問題点)
前記のような鉄骨造りの屋外階段ユニツトに手
摺を取り付ける場合、前記階段フレームや床フレ
ームの側部に手摺用支柱を立設しなければならな
い。この手摺用支柱の取り付け方法としては現場
での溶接やボルト止め等が知られているが、現場
での溶接方法はコスト高になるばかりでなく作業
性に劣り、ボルト止めによる方法はこれらの欠点
を解消出来るが、支柱の表面にボルト頭部が露出
することになるので、見栄えが悪くなる。(Prior Art and its Problems) When attaching a handrail to the steel-framed outdoor stairway unit as described above, handrail supports must be erected on the sides of the stair frame or floor frame. On-site welding and bolting are known methods for attaching handrail supports, but on-site welding is not only expensive but also less workable, and the bolting method has these drawbacks. However, the bolt head will be exposed on the surface of the column, resulting in a poor appearance.
このボルト止め方法に於ける問題点を解消する
方法としては、支柱に予めアングル材等のブラケ
ツトを溶接しておき、このブラケツトを前記フレ
ームにボルト止めする方法や、支柱の側壁に捻子
孔を加工し、この捻子孔に取り付け用ボルトの内
端部を螺合させる方法等が知られているが、前者
のブラケツト溶接方法では、先に説明した支柱溶
接方法に於ける問題点を根本的に解消することに
はならないし、後者の方法では、支柱として肉厚
のパイプ材を使用する必要が生じるにも拘わら
ず、取り付け強度が低下して安全性に問題が生じ
る恐れがある。特にアルミニウム製の角パイプ材
を支柱に使用するときは、支柱側壁に直接捻子孔
を形成してボルト止めする方法では必要な強度を
得ることが出来ない。 Methods to solve the problems with this bolting method include welding a bracket made of angle material or the like to the column in advance and bolting this bracket to the frame, or drilling a screw hole in the side wall of the column. However, methods are known in which the inner end of the mounting bolt is screwed into this threaded hole, but the former bracket welding method fundamentally solves the problems with the strut welding method explained earlier. In the latter method, although it becomes necessary to use thick pipe material as the support, the mounting strength may be reduced and safety may be compromised. Particularly when square pipes made of aluminum are used for struts, it is not possible to obtain the necessary strength by forming screw holes directly in the side walls of the struts and fastening them with bolts.
(問題点を解決するための手段)
本考案は以上のような従来の問題点を解決し得
る手摺構造を提案するものであつて、その特徴
は、斜めの階段フレームの上下両端側部及び踊り
場等の床フレームの周側コーナー部等に夫々支柱
を、当該支柱に内装した補強用芯材に内端部が螺
合するボルトにより固定し、各支柱間に手摺用側
枠を架設した点にある。(Means for Solving the Problems) The present invention proposes a handrail structure that can solve the above-mentioned conventional problems. The pillars are fixed to the circumferential corners of the floor frame, etc., with bolts whose inner ends are threaded into the reinforcing core material built into the pillars, and a handrail side frame is erected between each pillar. be.
(実施例)
以下に本考案の一実施例を添付の例示図に基づ
いて説明する。(Example) An example of the present invention will be described below based on the attached illustrative drawings.
第1図は手摺を取り付ける前の鉄骨造りの屋外
階段ユニツトを示し、1は踊り場用床フレーム、
2は2階廊下床用フレーム、3は地上と踊り場用
床フレーム1との間の階段フレーム、4は踊り場
用床フレーム1と2階廊下用床フレーム2との間
の階段フレームである。階段フレーム3,4の左
右両側部や踊り場用床フレーム1の左右両側部に
は外向きに配置されたC型鋼5が使用され、踊り
場用床フレーム1の前後両側部や2階廊下用床フ
レーム2の周側部には内向きに配置されたC型鋼
6が使用され、踊り場用床フレーム1及び2階廊
下用床フレーム2には床材7,8が敷設されてい
る。 Figure 1 shows the steel-framed outdoor stairway unit before the handrails are attached, 1 is the floor frame for the landing,
2 is a frame for the second floor corridor floor, 3 is a stair frame between the ground and the floor frame 1 for the landing, and 4 is a stair frame between the floor frame 1 for the landing and the floor frame 2 for the second floor corridor. C-shaped steel 5 is used facing outward on both the left and right sides of the stair frames 3 and 4 and on both the left and right sides of the floor frame 1 for the landing, and is used for both the front and rear sides of the floor frame 1 for the landing and the floor frame for the second floor corridor. C-shaped steel 6 is used on the circumferential side of the building 2, and flooring materials 7 and 8 are laid on the floor frame 1 for the landing and the floor frame 2 for the second floor corridor.
階段フレーム3の上下両端左右両側部、及び階
段フレーム4の下端左右両側部には、第3図、第
4図及び第8図に示すようにC型鋼5の内側に支
柱取付板9が予め溶接されている。又、踊り場用
床フレーム1の階段フレーム3,4側とは反対側
の左右両コーナー部には、C型鋼6の垂直板部を
左右に延出させた支柱取付板10が設けられてい
る。 As shown in FIGS. 3, 4, and 8, strut mounting plates 9 are welded in advance to the inside of the C-shaped steel 5 on both the left and right sides of the upper and lower ends of the stair frame 3, and on the left and right sides of the lower end of the stair frame 4. has been done. Further, at both left and right corner portions of the landing floor frame 1 opposite to the stair frames 3 and 4, there are provided strut mounting plates 10 in which vertical plate portions of C-shaped steel 6 extend left and right.
第2図は、第1図に示す階段ユニツトの所要箇
所に手摺を取り付けた状態を示し、11〜13は
階段フレーム3,4の側部に取り付けた傾斜手
摺、14は一端が前後傾斜手摺11と接続するよ
うに踊り場用床フレーム1の周側部にコの字形に
取り付けた水平手摺、15は一端が前後傾斜手摺
13の上端に接続するように2階廊下用床フレー
ム2の一側部に取り付けた水平手摺である。これ
ら各手摺の端部及びコーナー部に使用されている
全ての支柱、即ち傾斜手摺11〜13の上下両端
に位置する支柱16,17、コの字形水平手摺1
4の両コーナー部と遊端部とに位置する支柱18
〜20、及び水平手摺15の遊端部に位置する支
柱21はアルミニウム製の角パイプ材から成るも
のであつて、第8図に示すように内側には各辺中
央位置で全長にわたつて肉厚部22が形成され、
更に第3図乃至第9図に示すように支柱内部に
は、その内周に当接する断面コの字形の鉄板製補
強用芯材23が下端から中間適当高さに至る領域
に内嵌されている。そして支柱下端部には前記肉
厚部22を貫通するように上下2つのボルト孔2
2aが設けられ、これらボルト孔22aと合致す
るように前記芯材23に捻子孔23aが形成され
ている。尚、ボルト孔22aも捻子孔とすること
が出来る。又、芯材23の肉厚が不足するようで
あれば、バーリング加工により捻子孔23aの長
さを増大させておくのが望ましい。 FIG. 2 shows the stairway unit shown in FIG. 1 with handrails attached to the required locations, 11 to 13 are inclined handrails attached to the sides of the stair frames 3 and 4, and 14 is a handrail with one end inclined forward and backward. A horizontal handrail 15 is attached in a U-shape to the circumferential side of the floor frame 1 for the landing so as to be connected to the floor frame 1 for the landing, and 15 is a side part of the floor frame 2 for the second floor corridor so that one end is connected to the upper end of the front and rear inclined handrail 13. This is a horizontal handrail attached to the. All the pillars used at the ends and corners of these handrails, i.e. the pillars 16 and 17 located at both the upper and lower ends of the inclined handrails 11 to 13, and the U-shaped horizontal handrail 1.
Pillars 18 located at both corners and the free end of 4
20 and the support column 21 located at the free end of the horizontal handrail 15 are made of square aluminum pipe material, and as shown in FIG. A thick portion 22 is formed;
Furthermore, as shown in FIGS. 3 to 9, a reinforcing core material 23 made of iron plate and having a U-shaped cross section is fitted inside the column and comes into contact with the inner periphery of the column in an area extending from the lower end to an appropriate intermediate height. There is. There are two upper and lower bolt holes 2 at the lower end of the column so as to pass through the thick part 22.
2a, and screw holes 23a are formed in the core material 23 so as to match these bolt holes 22a. Note that the bolt hole 22a can also be a screw hole. Furthermore, if the thickness of the core material 23 is insufficient, it is desirable to increase the length of the screw hole 23a by burring.
傾斜手摺11,12の上下両端支柱16,17
と傾斜手摺13の下端支柱17、及びコの字形水
平手摺14の遊端支柱20は、第3図、第4図及
び第8図に示すように夫々隣接するC型鋼5に溶
接されている前記支柱取付板9にアングル材24
を介してボルト止めされている。即ち、アングル
材24の一側片は支柱16,17の下端部で前記
C型鋼5に隣接する側に上下2本のボルト25に
より固定されるが、これらボルト25の内端部
は、支柱16,17のボルト孔22aを経由して
補強用芯材23の捻子孔23aに螺合する。そし
てこのアングル材24の他側片は上下2本のボル
トナツト26により前記支柱取付板9に固定され
る。 Supports 16 and 17 at both upper and lower ends of inclined handrails 11 and 12
The lower end support 17 of the inclined handrail 13 and the free end support 20 of the U-shaped horizontal handrail 14 are welded to the adjacent C-shaped steel 5, respectively, as shown in FIGS. 3, 4, and 8. Angle material 24 on the pillar mounting plate 9
It is bolted through. That is, one side piece of the angle member 24 is fixed to the side adjacent to the C-shaped steel 5 at the lower end of the pillars 16 and 17 by two upper and lower bolts 25. , 17 through the screw holes 23a of the reinforcing core material 23. The other side piece of this angle member 24 is fixed to the column mounting plate 9 by two upper and lower bolt nuts 26.
コの字形水平手摺14の両コーナー部に位置す
る支柱18,19は、第3図及び第5図に示すよ
うにC型鋼6の左右両端から突出する前記支柱取
付板10に夫々前記ボルト孔22a、芯材23の
捻子孔23a、及び上下2本のボルト27を介し
て直付けされる。又、残る傾斜手摺13の上端支
柱16と水平手摺15の遊端支柱21とは、第7
図に示すように2階廊下用床フレーム2の内向き
C型鋼6の表面に、夫々前記ボルト孔22a、芯
材23の捻子孔23a、及び上下2本のボルト2
8を介して直付けされる。 The pillars 18 and 19 located at both corners of the U-shaped horizontal handrail 14 are inserted into the bolt holes 22a of the pillar mounting plate 10, which protrude from both left and right ends of the C-shaped steel 6, respectively, as shown in FIGS. 3 and 5. , is directly attached via the screw hole 23a of the core material 23 and two upper and lower bolts 27. In addition, the upper end support 16 of the remaining inclined handrail 13 and the free end support 21 of the horizontal handrail 15 are the seventh
As shown in the figure, the bolt holes 22a, the screw holes 23a of the core material 23, and the two upper and lower bolts 2 are formed on the surface of the inward C-shaped steel 6 of the floor frame 2 for the second floor hallway.
Directly attached via 8.
第2図に示すように各傾斜手摺11〜13の支
柱16,17間、コの字形水平手摺14の各支柱
16,18間、支柱18,19間、及び支柱1
9,20間、そして水平手摺15の支柱16,2
1間には、夫々アルミニウム製の手摺用側枠29
〜35が架設されている。これら各手摺用側枠
は、第3図乃至第7図に示すように笠木36、胴
縁37、及びこの笠木36と胴縁37とを適当間
隔置きに連結する複数本の格子材38から構成さ
れており、笠木36及び胴縁37は何れも各パイ
プ材の一側面から格子材取付板36a,37aを
全長にわたつて一体に突設させたもので、格子材
38の端部をこれら格子材取付板36a,37a
の側面に捻子止めしている。 As shown in FIG.
between 9 and 20, and the supports 16 and 2 of the horizontal handrail 15.
Each room has an aluminum handrail side frame 29.
~35 have been constructed. Each of these handrail side frames is composed of a cap 36, a rim 37, and a plurality of lattice members 38 connecting the cap 36 and the rim 37 at appropriate intervals, as shown in FIGS. 3 to 7. Both the cap 36 and the rim 37 have lattice mounting plates 36a and 37a integrally protruding from one side of each pipe material over the entire length, and the ends of the lattice 38 are attached to these lattices. Material mounting plates 36a, 37a
It is screwed onto the side of the.
傾斜手摺11〜13の手摺用側枠29〜31に
於ける胴縁37の両端と支柱16,17とは、第
9図に示すように支柱16,17の側面に捻子3
9で固定した平面形状コの字形の胴縁止め金具4
0を胴縁37の端部に内嵌させると共に、この止
め金具40の両側部と胴縁37の両側部とを捻子
41で固定することにより連結している。又、水
平手摺14,15の手摺用側枠32〜35に於け
る胴縁37の両端と支柱16,18〜21とは、
第3図、第5図、第6図及び第9図に示すように
各支柱の側面に捻子42で固定した上向きコの字
形の胴縁受け金具43に胴縁37の端部を嵌合さ
せると共に、この受け金具43の両側部と胴縁3
7の両側部とを捻子44で固定することにより連
結している。 Both ends of the rim 37 of the handrail side frames 29 to 31 of the inclined handrails 11 to 13 and the columns 16 and 17 are connected to each other by screws 3 on the sides of the columns 16 and 17, as shown in FIG.
U-shaped planar rim stopper 4 fixed at 9
0 is fitted into the end of the furring rim 37, and both sides of the stopper 40 and both sides of the furring 37 are connected by fixing them with screws 41. In addition, both ends of the rim 37 of the handrail side frames 32 to 35 of the horizontal handrails 14 and 15 and the supports 16 and 18 to 21 are as follows.
As shown in FIGS. 3, 5, 6, and 9, the end of the rim 37 is fitted into the upward U-shaped rim receiver 43 fixed to the side of each support with a screw 42. At the same time, both sides of this receiving metal fitting 43 and the body rim 3
It is connected by fixing both side parts of 7 with screws 44.
コの字形水平手摺14に於ける各手摺用側枠3
2〜34の笠木36と同手摺14のコーナー部に
位置する支柱18,19とは、第3図、第5図及
び第10図に示すようにコーナー部被せ金具45
によつて連結される。即ち、第10図に示すよう
に前記笠木36の斜め45度にカツトされた端部を
支柱18,19の真上で直角に突き合わせ、この
笠木36の直角突き合わせ部に上から被せ金具4
5を被せ、当該被せ金具45の外側アングル部4
5aに於ける上半部を両笠木36の出隅部側面に
夫々捻子46により固定すると共に下半部を支柱
18,19の外側両側面に夫々捻子47により固
定し、前記被せ金具45の内側アングル部45b
は両笠木36の入隅部側面に夫々捻子48により
固定している。 Each handrail side frame 3 in the U-shaped horizontal handrail 14
The pillars 18 and 19 located at the corners of the handrail 14 and the caps 36 of 2 to 34 are corner fittings 45 as shown in FIGS. 3, 5, and 10.
connected by. That is, as shown in FIG. 10, the ends of the cap 36 cut at an angle of 45 degrees are abutted at right angles directly above the supports 18 and 19, and the metal fitting 4 is placed over the right-angled abutted portions of the cap 36 from above.
5, and the outer angle part 4 of the covering fitting 45.
The upper half of 5a is fixed to the sides of the protruding corners of both caps 36 with screws 46, and the lower half is fixed to both outer sides of the pillars 18 and 19 with screws 47, and the inside of the fitting 45 is fixed. Angle part 45b
are fixed to the inner corner sides of both caps 36 by screws 48, respectively.
コの字形水平手摺14に於ける手摺用側枠34
の笠木36と同手摺14の遊端部に位置する支柱
20、及び水平手摺15に於ける手摺用側枠35
の笠木36と同手摺15の遊端部に位置する支柱
21とは、第6図及び第7図に示すように支柱2
0,21の上端に載せられた笠木36に下向きコ
の字形の連結金具49を被せ、当該連結金具49
の両側片上半部と笠木36の両側部とを夫々捻子
50により固定すると共に、当該連結金具49の
両側片下半部と支柱20,21の上端部とをボル
トナツト51で固定することにより連結してい
る。尚、このような笠木36に被せる連結金具4
9に代えて、笠木36の底面に捻子止めされ且つ
支柱20,21の内部に嵌合する連結金具を使用
することも出来る。 Handrail side frame 34 in U-shaped horizontal handrail 14
The Kasagi 36, the pillar 20 located at the free end of the handrail 14, and the handrail side frame 35 of the horizontal handrail 15
The Kasagi 36 and the support 21 located at the free end of the handrail 15 are the support 21 located at the free end of the handrail 15, as shown in FIGS.
A downward U-shaped connecting fitting 49 is placed over the Kasagi 36 placed on the upper end of the 0, 21, and the connecting fitting 49 is
The upper half of each side of the connecting fitting 49 and the both sides of the cap 36 are fixed with screws 50, and the lower half of both sides of the connecting fitting 49 and the upper end of the pillars 20, 21 are fixed with bolts and nuts 51. ing. In addition, the connecting fitting 4 to be placed over such a cap 36
Instead of 9, it is also possible to use a connecting fitting that is screwed to the bottom of the cap 36 and that fits inside the supports 20, 21.
傾斜手摺11〜13に於ける手摺用側枠29〜
31の笠木36と支柱16,17との連結には、
第3図及び第4図に示すように支柱16,17の
上端に被せられるキヤツプ兼用の連結金具52,
53が使用される。連結金具52は、第11図乃
至第14図に示すように支柱16の上端部に外嵌
するキヤツプ部54の一側部から斜め下に所定角
度で笠木接続部55が連設されている。この笠木
接続部55は、直角に切断された笠木36の端部
と前記キヤツプ部54との間の三角形の空間の左
右両側及び上側を繋ぐものであつて、その斜め下
に向かう端部には、笠木36の両側板36bが嵌
合する左右一対の溝56を形成する左右一対の外
側板部57と左右一対の内側板部58とが突設さ
れ、内側板部58には捻子孔58aが形成され、
この捻子孔58aに対向する外側板部57には切
り欠き57aが形成されている。又、キヤツプ部
54の残る三側面には、笠木36の端部に内嵌す
る平面形状コの字形の笠木接続金具59を位置決
めする浅い凹入面60が形成されている。 Handrail side frame 29 for inclined handrails 11 to 13
To connect the Kasagi 36 of 31 and the supports 16 and 17,
As shown in FIGS. 3 and 4, a connecting fitting 52 that also serves as a cap is placed over the upper ends of the columns 16 and 17,
53 is used. As shown in FIGS. 11 to 14, the connecting fitting 52 has a cap connecting portion 55 connected diagonally downward at a predetermined angle from one side of a cap portion 54 that is fitted onto the upper end of the support 16. This Kasagi connection part 55 connects the left and right sides and the upper side of the triangular space between the end of the Kasagi 36 cut at right angles and the cap part 54, and the end facing diagonally downward A pair of left and right outer plate portions 57 and a pair of left and right inner plate portions 58 are provided to protrude, forming a pair of left and right grooves 56 into which both side plates 36b of the Kasagi 36 fit, and a screw hole 58a is provided in the inner plate portion 58. formed,
A notch 57a is formed in the outer plate portion 57 facing the screw hole 58a. Furthermore, shallow recessed surfaces 60 are formed on the remaining three side surfaces of the cap portion 54 for positioning a Kasagi connection fitting 59 having a U-shaped planar shape and fitted inside the end portion of the Kasagi 36.
然して傾斜手摺11〜13に於ける手摺用側枠
29〜31の笠木36は、その両側板36bを前
記笠木接続部55に於ける左右一対の溝56に内
嵌せしめ、この笠木両側板36bと前記内側板部
58とを前記捻子孔58aとこれに螺合する捻子
61とで締結することにより、連設金具52に接
続される。 However, the caps 36 of the handrail side frames 29 to 31 of the inclined handrails 11 to 13 have their side plates 36b inserted into the pair of left and right grooves 56 in the caps connecting portion 55, and the caps 36b and The inner plate part 58 is connected to the connecting fitting 52 by fastening the inner plate part 58 with the screw hole 58a and the screw 61 that is screwed into the screw hole 58a.
前記支柱16に水平手摺14,15の手摺用側
枠32,35に於ける笠木36を連結する箇所で
は、当該支柱16の上端に嵌合する前記連結金具
52の三側部に形成されている凹入面60の内、
笠木連結位置にある一つの凹入面60に例えば第
11図乃至第13図に示すように前記笠木接続金
具59の基部59aを嵌合すると共に捻子62に
より固定し、この笠木接続金具59に手摺用側枠
32,35に於ける笠木36の端部を外嵌させる
と共に、当該笠木36の両側部と前記接続金具5
9の両側部とを夫々捻子63で固定することによ
り、当該笠木36と連結金具52とを連結するこ
とが出来る。 At the locations where the caps 36 of the handrail side frames 32 and 35 of the horizontal handrails 14 and 15 are connected to the support columns 16, metal fittings 52 are formed on three sides of the connection fittings 52 that fit into the upper ends of the support columns 16. Of the concave surface 60,
For example, as shown in FIGS. 11 to 13, the base 59a of the Kasagi connection fitting 59 is fitted into one recessed surface 60 at the Kasagi connection position and fixed with a screw 62, and a handrail is attached to the Kasagi connection fitting 59. The ends of the caps 36 on the side frames 32 and 35 are fitted externally, and both sides of the caps 36 and the connecting fittings 5 are fitted together.
By fixing both sides of the cap 9 with screws 63, the cap 36 and the connecting fitting 52 can be connected.
手摺用側枠29〜31の笠木36と支柱17と
の連結に使用されるキヤツプ兼用の連結金具53
は、第15図乃至第18図に示すように支柱17
の上端部に外嵌するキヤツプ部64の一側部から
斜め上に所定角度で笠木接続部65が連設されて
いる。この笠木接続部65は、直角に切断された
笠木36の端部と前記キヤツプ部64との間の三
角形の空間の左右両側を繋ぐものであつて、その
斜め上に向かう端部には、笠木36の両側板36
bが嵌合する左右一対の溝66を形成する左右一
対の外側板部67と左右一対の内側板部68とが
突設され、内側板部68には捻子孔68aが形成
され、この捻子孔68aに対向する外側板部67
には切り欠き67aが形成されている。又、キヤ
ツプ部64の残る三側面には、前記笠木接続金具
59を位置決めする浅い凹入面69が形成されて
いる。 A connecting metal fitting 53 that also serves as a cap is used to connect the caps 36 of the handrail side frames 29 to 31 and the supports 17.
As shown in FIGS. 15 to 18, the pillar 17
A Kasagi connection part 65 is connected diagonally upward at a predetermined angle from one side of the cap part 64 which is externally fitted onto the upper end part. This Kasagi connection part 65 connects the right and left sides of the triangular space between the end of the Kasagi 36 cut at right angles and the cap part 64, and the Kasagi connection part 65 connects the left and right sides of the triangular space between the end of the Kasagi 36 cut at right angles and the cap part 64. 36 both side plates 36
A pair of left and right outer plate portions 67 and a pair of left and right inner plate portions 68 are protruded to form a pair of left and right grooves 66 into which the screw holes 68a are formed. Outer plate portion 67 facing 68a
A notch 67a is formed in. Furthermore, shallow recessed surfaces 69 for positioning the Kasagi connection fittings 59 are formed on the remaining three side surfaces of the cap portion 64.
然して傾斜手摺11〜13に於ける手摺用側枠
29〜31の笠木36は、その両側板36bを前
記笠木接続部65に於ける左右一対の溝66に内
嵌せしめ、この笠木両側板36bと前記内側板部
68とを前記捻子孔68aとこれに螺合する捻子
70とで締結することにより、連設金具52に接
続される。 However, the caps 36 of the handrail side frames 29 to 31 in the inclined handrails 11 to 13 have their side plates 36b fitted into the pair of left and right grooves 66 in the caps connecting portion 65, and the caps 36b and The inner plate part 68 is connected to the connecting fitting 52 by fastening the inner plate part 68 with the screw hole 68a and the screw 70 that is screwed into the screw hole 68a.
第2図に示す例では傾斜手摺11〜13の下端
支柱17に別の水平手摺が接続される箇所はない
が、例えば階段フレーム4の傾斜手摺13のある
側とは反対側にも傾斜手摺を立設する場合には、
その傾斜手摺の下端支柱にコの字形水平手摺14
の手摺用側枠34を接続する必要が生じる。この
ような場合には、前記傾斜手摺の下端支柱の上端
に嵌合される前記連結金具53の手摺用側枠34
の接続側に、前記凹入面69と捻子とを利用して
前記笠木接続金具59を取り付け、この笠木接続
金具59により前記のように手摺用側枠34の笠
木36を接続することが出来る。 In the example shown in FIG. 2, there is no place where another horizontal handrail is connected to the lower end support 17 of the sloped handrails 11 to 13, but for example, a sloped handrail may also be connected to the side of the stair frame 4 opposite to the side where the sloped handrail 13 is located. When installing vertically,
A U-shaped horizontal handrail 14 is attached to the lower end support of the inclined handrail.
It becomes necessary to connect the side frame 34 for the handrail. In such a case, the handrail side frame 34 of the connecting fitting 53 fitted to the upper end of the lower end support of the inclined handrail
The Kasagi connection fitting 59 is attached to the connection side of the handrail by using the recessed surface 69 and the screw, and the Kasagi connection fitting 59 can connect the Kasagi 36 of the handrail side frame 34 as described above.
上記連結金具52,53は、キヤツプ部54,
64に於いて支柱16,17の上端に嵌合するだ
けで当該支柱16,17とは特別な固定手段を持
たない。しかしながらこれら連結金具52,53
の笠木接続部55,65に連結される笠木36、
又は笠木接続金具59を介してこれら連結金具5
2,53に連結される笠木36を有する手摺用側
枠は、当該笠木36に格子材38を介して連結さ
れている胴縁37の端部に於いて胴縁止め金具4
0や胴縁受け金具43により支柱16,17に連
結されるので、連結金具52,53が支柱16,
17の上端から外れる恐れはない。 The connecting fittings 52 and 53 are connected to the cap portion 54,
64, it only fits into the upper ends of the columns 16, 17 and does not have any special fixing means to the columns 16, 17. However, these connecting fittings 52, 53
Kasagi 36 connected to Kasagi connection parts 55, 65,
Or these connecting fittings 5 via Kasagi connecting fittings 59
The handrail side frame having a cap 36 connected to the cap 2 and 53 has a cap 36 connected to the cap 36 via a lattice material 38, and at the end of the rim 37, a rim stopper 4 is attached.
Since the connecting fittings 52 and 53 are connected to the pillars 16 and 17 by the frame receiving metal fittings 43, the connecting metal fittings 52 and 53 are connected to the pillars 16 and
There is no danger of it coming off the top end of 17.
尚、手摺用側枠として格子構造のものを使用し
たが、パネル構造のもの等、他の如何なる構造の
ものでも良い。従つて手摺用側枠と支柱との連結
構造も上記実施例のように胴縁止め金具40、胴
縁受け金具43、及び連結金具52,53を使用
する連結構造に限定されない。 Although a lattice structure was used as the side frame for the handrail, any other structure such as a panel structure may be used. Therefore, the connection structure between the handrail side frame and the support column is not limited to the connection structure using the furring stopper 40, the armrest receiving metal fitting 43, and the connecting fittings 52, 53 as in the above embodiment.
(考案の作用及び効果)
上記実施例では手摺構造の各部を詳細に説明し
たが、要するに本考案に係る手摺構造の特徴は、
手摺用側枠を架設するための支柱に補強用芯材を
内装し、この補強用芯材に内端部が螺合するボル
トにより前記支柱を階段フレームや床フレームに
固定する点にある。(Operations and effects of the invention) In the above embodiment, each part of the handrail structure was explained in detail, but in short, the features of the handrail structure according to the present invention are as follows.
A reinforcing core material is installed inside the pillar for constructing the handrail side frame, and the pillar is fixed to the stair frame or floor frame using a bolt whose inner end is threaded into the reinforcing core material.
このような本考案の手摺構造によれば、支柱を
簡単にボルト止めすることが出来るので作業性が
良く、溶接方法と比較してコストダウンを図るこ
とが出来るにも拘わらず、支柱を固定するフレー
ム側から支柱に対しボルトを螺合させることが出
来るので、ボルト頭部やナツトを支柱の表面に露
出させないで済む。しかも支柱内の補強用芯材に
より支柱そのものが補強されるだけでなく、当該
芯材に支柱固定用ボルトの内端部を螺合させて当
該芯材と支柱取り付け部材との間で支柱の側壁を
挟持させるものであるから支柱側壁のボルト周り
に応力を集中させないで済み、比較的薄肉のパイ
プ材、特にアルミニウム製のパイプ材から成る支
柱を使用する場合であつても支柱の取り付け強度
を十分に高めて安全性の大なる手摺を構成するこ
とが出来る。 According to the handrail structure of the present invention, the support columns can be easily bolted together, resulting in good workability and cost reduction compared to welding methods. Since the bolt can be screwed into the column from the frame side, there is no need to expose the bolt head or nut to the surface of the column. Moreover, the reinforcing core material inside the column not only reinforces the column itself, but also the inner end of the column fixing bolt is screwed into the core material to connect the side wall of the column between the core material and the column attachment member. Since it is designed to sandwich the support column, there is no need to concentrate stress around the bolts on the side wall of the support column, and even when using a support column made of relatively thin-walled pipe material, especially aluminum pipe material, the installation strength of the support support is sufficient. It can be increased to create a handrail with great safety.
第1図は鉄骨造りの屋外階段ユニツトを示す斜
視図、第2図は同階段ユニツトに手摺を取り付け
た状態を示す斜視図、第3図及び第4図は手摺各
部の側面図、第5図及び第6図は手摺各部の正面
図、第7図は第6図の一部縦断側面図、第8図は
手摺支柱の取り付け構造を示す横断平面図、第9
図は手摺用側枠の胴縁と支柱との連結構造を示す
分解斜視図、第10図はコーナー部に於ける手摺
用側枠の笠木と支柱との連結構造を示す分解斜視
図、第11図及び第15図は手摺用側枠の笠木と
支柱との連結部を示す側面図、第12図は第11
図の縦断側面図、第13図は第11図の横断平面
図、第14図は第11図のA−A線断面図、第1
6図は第15の縦断側面図、第17図は第15図
の横断平面図、第18図は第15図のB−B線断
面図である。
1……踊り場用床フレーム、2……2階廊下用
床フレーム、3,4……階段フレーム、5……外
向きC型鋼、6……内向きC型鋼、9,10……
支柱取付板、11〜13……階段フレーム脇の傾
斜手摺、14……コの字形水平手摺、15……水
平手摺、16〜21……支柱、23……補強用芯
材、24……手摺取り付け用アングル材、25〜
28……支柱取り付け用ボルト、29〜35……
手摺用側枠、36……笠木、37……胴縁、38
……格子材、40……胴縁止め金具、43……胴
縁受け金具、45……コーナー部被せ金具、49
……下向きコの字形の連結金具、52,53……
支柱キヤツプ兼用の連結金具。
Figure 1 is a perspective view of a steel-frame outdoor stair unit, Figure 2 is a perspective view of the stair unit with a handrail attached, Figures 3 and 4 are side views of each part of the handrail, and Figure 5. 6 is a front view of each part of the handrail, FIG. 7 is a partial vertical side view of FIG. 6, FIG. 8 is a cross-sectional plan view showing the mounting structure of the handrail support, and FIG.
Figure 10 is an exploded perspective view showing the connection structure between the rim of the handrail side frame and the support, Figure 10 is an exploded perspective view showing the connection structure between the handrail side frame cap and support at the corner, and Figure 11 Figures 15 and 15 are side views showing the connection between the handrail side frame cap and the support, and Figure 12 is the
13 is a cross-sectional plan view of FIG. 11, FIG. 14 is a sectional view taken along line A-A of FIG.
6 is a vertical side view of FIG. 15, FIG. 17 is a cross-sectional plan view of FIG. 15, and FIG. 18 is a sectional view taken along the line B--B of FIG. 15. 1... Floor frame for landing, 2... Floor frame for second floor hallway, 3, 4... Stair frame, 5... Outward facing C-shaped steel, 6... Inward facing C-shaped steel, 9, 10...
Pillar mounting plate, 11-13... Inclined handrail on the side of the stair frame, 14... U-shaped horizontal handrail, 15... Horizontal handrail, 16-21... Pillar, 23... Reinforcement core material, 24... Handrail Angle material for installation, 25~
28...Bolt for mounting pillar, 29-35...
Side frame for handrail, 36...Kasagi, 37...Front edge, 38
... Lattice material, 40 ... Armrest stopper, 43 ... Armrest receiver, 45 ... Corner covering metal fitting, 49
...Downward U-shaped connecting fittings, 52, 53...
A connecting metal fitting that also serves as a prop cap.
Claims (1)
等の床フレームの周側コーナー部等に夫々支柱
を、当該支柱に内装した補強用芯材に内端部が螺
合するボルトにより固定し、各支柱間に手摺用側
枠を架設して成る階段用手摺構造。 Fix columns to the upper and lower sides of the diagonal stair frame and the circumferential corners of floor frames such as landings, etc., with bolts whose inner ends are threaded into the reinforcing core material built into the columns. A stair handrail structure consisting of a handrail side frame installed in between.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13308286U JPH044103Y2 (en) | 1986-08-29 | 1986-08-29 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13308286U JPH044103Y2 (en) | 1986-08-29 | 1986-08-29 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6340423U JPS6340423U (en) | 1988-03-16 |
JPH044103Y2 true JPH044103Y2 (en) | 1992-02-06 |
Family
ID=31033069
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13308286U Expired JPH044103Y2 (en) | 1986-08-29 | 1986-08-29 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH044103Y2 (en) |
-
1986
- 1986-08-29 JP JP13308286U patent/JPH044103Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS6340423U (en) | 1988-03-16 |
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