JPH0417718Y2 - - Google Patents

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Publication number
JPH0417718Y2
JPH0417718Y2 JP11965787U JP11965787U JPH0417718Y2 JP H0417718 Y2 JPH0417718 Y2 JP H0417718Y2 JP 11965787 U JP11965787 U JP 11965787U JP 11965787 U JP11965787 U JP 11965787U JP H0417718 Y2 JPH0417718 Y2 JP H0417718Y2
Authority
JP
Japan
Prior art keywords
handrail
support
floor wall
rooftop
embedded board
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
JP11965787U
Other languages
Japanese (ja)
Other versions
JPS6423528U (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 JP11965787U priority Critical patent/JPH0417718Y2/ja
Publication of JPS6423528U publication Critical patent/JPS6423528U/ja
Application granted granted Critical
Publication of JPH0417718Y2 publication Critical patent/JPH0417718Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) この考案は、手摺支柱Aを屋上に立設する際に
用いる支持具に関し、駆体モルタルB、防水シー
トC及び屋上床壁D等の各層において該屋上床壁
Bのコンクリートは比較的に厚みが薄くて強度的
にも弱く且つその下層に防水シートCを施してあ
り、該屋上床壁Dのヒビ割及び放水シートの亀裂
が原因する雨漏れ等がないように、固定孔を穿設
した幅広くて長いアンカーベースを用いて屋上床
壁Dの上部或は下層内部に設けて、該屋上床壁D
上に突き出しさせた支持板と傾斜板との取付孔に
手摺支柱A、支持杆等を調節可能に固着できるよ
うにした屋上手摺用アンカーベースに関する。
[Detailed description of the invention] (Industrial field of application) This invention relates to a support used when installing a handrail support post A on a rooftop, and is applied to each layer of base mortar B, waterproof sheet C, rooftop floor wall D, etc. The concrete of the rooftop floor wall B is relatively thin and weak in strength, and a waterproof sheet C is applied to the lower layer. In order to prevent leakage, etc., a wide and long anchor base with a fixing hole is installed in the upper or lower layer of the rooftop floor wall D, and the roof floor wall D is fixed.
This relates to an anchor base for a rooftop handrail, in which a handrail post A, a support rod, etc. can be adjustably fixed to attachment holes of an upwardly protruding support plate and an inclined plate.

(従来の技術) ビル等の多層階住宅の屋上に手摺支柱Aを設置
する場合において、一般には第7図のように駆体
モルタルBの上に防水シートCによつて防水処理
をしこの上にモルタル仕上をしてできた屋上床壁
Dの上面に、手摺支柱Aを仮に直立させて該手摺
支柱Aの周りに形枠を用いてコンクリート塊Eを
打設して根固めし立設させて該手摺支柱Aを支持
杆等によつて支持させている。又、第8図のよう
にL字状をした鉄筋支持具Fを駆体モルタルB上
に載置して防水処理及びモルタル仕上をした屋上
床壁Dの上部に突出した支持部F1に手摺支柱A
を固着して立設するとか、或は第9図のように防
水シートCの上に取付台G1に溶着されたアンカ
ーボルトGの4脚を夫夫に載置して該取付台G1
をモルタル仕上げをした屋上床壁D上面に突き出
させ、該取付台G1の切欠口G2に手摺支柱Aを
係嵌すると共に周りにコンクリートE塊を打設し
て根固めし立設する方法が用いられている。
(Prior art) When installing a handrail post A on the roof of a multi-story house such as a building, generally, as shown in Fig. 7, a waterproof sheet C is applied to the base mortar B to make it waterproof. A handrail post A is temporarily stood upright on the upper surface of the rooftop floor wall D, which has been finished with mortar, and a concrete block E is cast around the handrail post A using a form, and the concrete block is hardened and erected. The handrail post A is supported by a support rod or the like. In addition, as shown in Fig. 8, an L-shaped reinforcing bar support F is placed on the base mortar B, and a handrail support is attached to the support F1 protruding from the upper part of the rooftop floor wall D which has been waterproofed and finished with mortar. A
Alternatively, as shown in Fig. 9, the four legs of anchor bolts G welded to the mounting base G1 are placed on top of the waterproof sheet C and the mounting base G1 is fixed.
A method is used in which the handrail post A is fitted into the notch G2 of the mounting base G1 by protruding from the upper surface of the roof floor wall D finished with mortar, and a block of concrete E is cast around it to secure the base and erect it. It is being

(考案が解決しようとする問題点) 斯かる構造における前者の場合には、第7図の
ように手摺支柱Aを屋上床壁Dの上部に立てて、
手摺支柱Aを根固めするコンクリート塊Eによつ
て立設されるが、既に施工されている屋上床壁D
のコンクリートと後からの根固めしたコンクリー
ト塊Eとの結着力が悪いために根固めするコンク
リート塊Eは屋上床壁Dに対する固着性が劣つて
、手摺支柱Aの支持力が強度的にも弱く不安定
となる。又、後者の場合においては駆体モルタル
Bと防水シートCとに係わりモルタル仕上をした
屋上床壁D上に既設の丸棒の鉄筋支持具Fが突き
出しているが、これは手摺支柱Aを支持する支点
の役割をしいるから、手摺支柱Aの中心点の位置
ずれの差が大きい状態のままで鉄筋支持具Fに溶
着した場合には、該手摺支柱Aは支点から偏つて
いるので支持強度が劣り、地震で鉄筋支持具Fが
動揺して防水シートCとか屋上床壁D等に亀裂が
発生し雨漏をきたすといつた問題点があつた。ま
た防水シートC上に載置して屋上床壁D上に突き
出した状態の取付台1においては、アンカーボル
トGの夫夫を載置した場所が防水シートCの上に
位置し、且つあまり強度が強くない屋上床壁D内
にアンカーボルトGがある為に、取付台G1は上
下振動のアクシデントに弱く、従つて屋上床壁D
と防水シートCとに亀裂ができやすい等の問題点
もあつた。またさらに、屋上床壁Dは必ず若干の
勾配が有るがゆえに、前者、後者における事例で
は屋上床壁Dに立設する夫夫の手摺支柱Aの高低
差を調整するような構造上の配慮がなされていな
いから、高さを一定にする際には面倒な調整作業
に時間が掛りすぎるといつた問題点があつた。
(Problem to be solved by the invention) In the former case of such a structure, the handrail support A is erected on the top of the roof floor wall D as shown in Fig. 7,
The roof floor wall D, which will be erected by the concrete mass E that secures the handrail support A, is already constructed.
Because of the poor bonding strength between the concrete and the concrete mass E that was later consolidated, the concrete mass E that is consolidated has poor adhesion to the roof floor wall D, and the supporting force of the handrail support column A is weak in terms of strength. Becomes unstable. In addition, in the latter case, an existing round bar reinforcing bar support F protrudes from the mortar-finished rooftop floor wall D related to the base mortar B and the waterproof sheet C, but this supports the handrail support A. Therefore, if the handrail support A is welded to the reinforcing bar support F with a large difference in positional deviation between the center points of the handrail support A, the support strength will be reduced because the handrail support A is deviated from the fulcrum. There was a problem in that the reinforcing steel supports F were shaken by an earthquake, causing cracks in the waterproof sheet C, roof floor wall D, etc., resulting in rain leakage. In addition, in the case of the mounting base 1 placed on the waterproof sheet C and projected onto the rooftop floor wall D, the place where the husband of the anchor bolt G is placed is located on the waterproof sheet C, and the strength is not so strong. Since the anchor bolt G is located inside the roof floor wall D, which is not strong, the mounting base G1 is vulnerable to vertical vibration accidents, and therefore the roof floor wall D is not strong.
There were also problems such as easy cracking between the waterproof sheet C and the waterproof sheet C. Furthermore, since the rooftop floor wall D always has a slight slope, in the former and latter cases, structural considerations such as adjusting the height difference of the husband's handrail support A erected on the rooftop floor wall D are required. Because this was not done, there was a problem that it took too much time to make tedious adjustments to keep the height constant.

(問題点を解決するための手段) この考案は、前述のような観点に鑑がみ、手摺
支柱Aを立設し支持する際の取付孔を多数を有す
る支持板と傾斜板とを両端に設けた平板に楕円形
状の固定孔を穿設した埋込基板を構成として、該
埋込基板を屋上床壁Cの下層に埋設するか或は埋
込基板の固定孔を屋上床壁C上面に有する既設の
鉄筋支持具Fに固着する事に依り、屋上床壁C面
とか該下層面の防水シートC等に支障を来すこと
なく施工ができて、且つ手摺支柱Aを立設した後
日においてコンクリートのひび割れ及び防水シー
トCの亀裂が発生しないようにすると共に、複数
の手摺支柱Aを立設する際に、該支柱の夫夫の高
さを簡単にして均一に固定ができるように支持板
に多数の取付孔を穿設して調節自在にし且つ夫夫
に立設した手摺支柱Aを傾斜板の取付孔に支持杆
を介して容易に支持できるようにした屋上手摺用
アンカーベースを提供することにある。
(Means for Solving the Problems) In view of the above-mentioned viewpoint, this invention has a support plate having a large number of mounting holes when erecting and supporting the handrail post A, and an inclined plate at both ends. The embedded board has an oval-shaped fixing hole drilled in the provided flat plate, and the embedded board is buried in the lower layer of the rooftop floor wall C, or the fixing hole of the embedded board is placed on the top surface of the rooftop floor wall C. By fixing it to the existing reinforcing bar support F, construction can be carried out without disturbing the roof floor wall C surface or the waterproof sheet C on the lower surface, and the handrail support post A can be installed at a later date. Support plates are used to prevent cracks in the concrete and cracks in the waterproof sheet C from occurring, and to simplify the height of the pillars so that they can be fixed uniformly when a plurality of handrail pillars A are erected. To provide an anchor base for a rooftop handrail, which is adjustable by drilling a large number of mounting holes in the roof, and which allows a handrail post A erected at the top to be easily supported through a support rod in the mounting hole of an inclined plate. There is a particular thing.

(実施例) 以下、本考案の一実施例を図面に基づき説明す
ると、本考案では第1図のように平らな埋込基板
1の長手方向において横長と縦長との楕円形状を
した固定孔2,2……の適当な数を左側から右側
えと交互にして上の列と下の列とに穿設されてい
る。そして楕円形状の固定孔2を穿設した埋込基
板1の一端を上方に向けて屈曲して直立し且つ該
両面に貫通した小形の取付孔3,3……を適所に
多数を穿設した手摺りを固定する支持板4を形成
すると共に、他端を内側方向に屈曲して適宜な斜
度を有し且つ両面に貫通した小形の取付孔5,5
……を適所に多数を穿設した手摺りを支持する傾
斜板6を形成して成るものである。
(Embodiment) Hereinafter, an embodiment of the present invention will be described based on the drawings. In the present invention, as shown in FIG. , 2... are drilled in the upper and lower rows, alternating from the left side to the right side. Then, one end of the embedded board 1 with an elliptical fixing hole 2 was bent upward to stand upright, and a large number of small mounting holes 3, 3... were drilled at appropriate locations through both sides. A small mounting hole 5, 5 which forms a support plate 4 for fixing the handrail, has an appropriate slope with the other end bent inward, and penetrates through both sides.
. . . is formed by forming an inclined plate 6 that supports a handrail with a large number of holes drilled at appropriate locations.

本考案は上記せる如き構成であり、この屋上手
摺用アンカーベースは第3図のように屋上床壁D
に撤去した旧手摺りの後に残つた既設の鉄筋支持
具Fの支持部F1に、本案の埋込基板1に穿設し
た楕円形状の固定孔2を係嵌して且つ内縁を当接
した後に溶接をして固着する。この場合、埋込基
板1の固定孔2は、夫夫の支柱Aを直立する際に
必要な位置になるうように、楕円形状に固定孔2
の端縁を既設の支持部F1に当てがい該適切な位
置になるように摸索選択して溶接し固着される。
このように屋上床壁Dに固定した本案のアンカー
ベースの支持板4の適当な取付孔3に手摺支柱A
をボルト10、ナツト11で螺合且つ蹄緊して固
定し立設される。一方、立設された手摺支柱Aの
支持環A1に支持杆7の一端に有する支持環7a
を重合させてボルト12、ナツト13によつて螺
合且つ蹄緊して固定し、且つ該他端の支持環7b
と傾斜板6に穿設する取付孔5の適宜な位置に重
合させてボルト14、ナツト15で螺合且つ蹄緊
して固定させて装備する。しかし手摺支柱Aを根
固めをして自体で該支柱Aを屋上床壁Dに立設し
て装備する場合は、第4図のように屋上床壁Dに
突き出した鉄筋支持具Fの支持部F1に埋込基板
1aに有する楕円形状の固定孔2aを係嵌した端
縁と支持部F1とを溶接によつて固着すると共
に、このアンカーベースの支持板4aの適宜な取
付孔3aに手摺支柱Aをボルト16、ナツト17
によつて螺合且つ締緊して立設される。尚、必要
が有る場合にはコンクリート塊Eにより根固めし
て装備する。
The present invention has the configuration as described above, and this rooftop handrail anchor base is attached to the rooftop floor wall D as shown in Figure 3.
After fitting the elliptical fixing hole 2 drilled in the embedded board 1 of the proposed project into the support part F1 of the existing reinforcing bar support F that remained after the old handrail was removed, and abutting the inner edges. Weld and secure. In this case, the fixing hole 2 of the embedded board 1 is shaped like an ellipse so that the fixing hole 2 is in the required position when the husband's support column A is erected.
The end edge of the support part F1 is placed on the existing support part F1, and the support part F1 is selected and welded to the appropriate position.
Attach the handrail support A to the appropriate mounting hole 3 of the support plate 4 of the proposed anchor base fixed to the rooftop floor wall D in this way.
are screwed together with bolts 10 and nuts 11 and fixed by tightening, and are erected. On the other hand, the support ring 7a provided at one end of the support rod 7 is attached to the support ring A1 of the handrail post A that is erected.
are overlapped and fixed by screwing and tightening with bolts 12 and nuts 13, and the support ring 7b at the other end
The mounting holes 5 are overlapped with each other at appropriate positions in the mounting holes 5 formed in the inclined plate 6, and screwed together with bolts 14 and nuts 15 and secured by tightening. However, if the handrail support A is reinforced with foot protection and the support A is erected on the roof floor wall D, the support part of the reinforcing bar support F protruding from the roof floor wall D as shown in The edge of the elliptical fixing hole 2a of the embedded board 1a is fitted to F1, and the supporting part F1 is fixed by welding, and the handrail support is inserted into the appropriate mounting hole 3a of the support plate 4a of the anchor base. A to bolt 16, nut 17
They are screwed together and tightened to stand upright. In addition, if necessary, it will be installed by hardening it with concrete blocks E.

以上の実施例は手摺支柱Aの改装工事に関し、
既設の鉄筋支持具Fを介して屋上床壁Dにおいて
本考案の屋上手摺用アンカーベースを設置して新
たに手摺支柱Aを立設する実施例として示したも
のである。次に本案の屋上手摺用アンカーベース
を屋上床壁D上面より内部に埋設して手摺支柱A
を立設する実施例を示すと第5図、第6図のよう
に、埋込基板1或は埋込基板1aは屋上床壁Dの
表層より若干内部に位置するように載置して、埋
込基板1或は埋込基板1aとそれらに穿設された
楕円形状の夫夫の固定孔2,2aとをコンクリー
トによつて打設して屋上床壁D内に埋設すると共
に、屋上床壁Dの上面において埋込基板1の場合
は支持板4と傾斜板6とが突き出ているが、埋込
基板1aの場合は支持板4aだけが上面に突き出
ている。このように屋上床壁Dに埋設された埋込
基板1或は埋込基板1aは上述と同様にして手摺
支柱A並びに支柱杆7を装備することができる。
The above example relates to the renovation work of handrail support A.
This is shown as an example in which a rooftop handrail anchor base of the present invention is installed on a rooftop floor wall D via an existing reinforcing bar support F, and a new handrail post A is erected. Next, the anchor base for the proposed rooftop handrail is buried inside from the top surface of the rooftop floor wall D, and the handrail support post A is installed.
As shown in FIGS. 5 and 6, the embedded substrate 1 or the embedded substrate 1a is placed slightly inside the surface layer of the roof floor wall D. The embedded substrate 1 or the embedded substrate 1a and the oval shaped husband fixing holes 2, 2a drilled therein are poured with concrete and buried in the rooftop floor wall D, and the rooftop floor is In the case of the embedded substrate 1, the support plate 4 and the inclined plate 6 protrude from the upper surface of the wall D, but in the case of the embedded substrate 1a, only the support plate 4a protrudes from the upper surface. The embedded board 1 or the embedded board 1a embedded in the roof floor wall D in this way can be equipped with the handrail support A and the support rod 7 in the same manner as described above.

しかしこの場合の他に、防水シートCの上部に
埋込基板1或は埋込基板1aを設置してコンクリ
ート打設をして屋上床壁Dの上部に支持板4と傾
斜板6或は支持板4aを突き出させて施工し前述
に同じく手摺支柱Aを装備することができる。
However, in addition to this case, it is also possible to install the embedded substrate 1 or the embedded substrate 1a on the top of the waterproof sheet C, pour concrete, and install the support plate 4 and the inclined plate 6 or the support plate on the top of the roof floor wall D. It can be constructed by making the board 4a protrude and be equipped with the handrail support A as described above.

(効果) この考案は以上の構成からなり次の効果が期待
できる。
(Effects) This invention has the above-mentioned configuration and can be expected to have the following effects.

即ち、本案の屋上手摺用アンカーベースは埋込
基板が平で且つ楕円形状の固定孔を多数有するか
ら、それを既設の支持部を利用して簡単且つ頑丈
にして屋上床壁に設置ができる。又、幅広い埋込
基板は該固定孔とともに屋上床壁内にコンクリー
トで強固に埋設されているから、該支持板に固着
して立設された手摺支柱は支持強度が増大し、安
全な手摺支柱が得られる。さらに、支持板と傾斜
板とは幅広く且つ両端を屈曲して駆体部分に結着
して固定されているから、振動には強く防水シー
トに亀裂ができなので雨水漏れ等の支障がない。
又、支持板は幅広くて多数の取付孔があるから、
夫夫の手摺支柱の立設に際して容易に上下調節が
できると共に、傾斜板の多数の取付孔に支持杆を
介して手摺支柱を調節可能に支持して強固に保持
できるから、支持板に取付られた手摺支柱は鉛直
状態を頑固に保持して地震、強風及び凍結等のア
クシデトに強く耐えることができる。
That is, since the anchor base for a rooftop handrail of the present invention has a flat embedded board and a large number of oval fixing holes, it can be easily and sturdily installed on the rooftop floor wall by using the existing support part. In addition, since the wide embedded board is firmly embedded with concrete in the roof floor wall along with the fixing hole, the handrail support that is fixed to the support board and erected has increased support strength, making it a safe handrail support. is obtained. Further, since the support plate and the inclined plate are wide and fixed at both ends with bending and tied to the base portion, they are strong against vibrations and the waterproof sheet does not cause cracks, so there is no problem such as leakage of rainwater.
Also, since the support plate is wide and has many mounting holes,
When the husband's handrail post is erected, it can be easily adjusted up and down, and the handrail post can be adjusted and firmly held through the support rods in the numerous mounting holes of the inclined plate, so it can be easily attached to the support plate. The handrail supports stubbornly maintain their vertical position and can withstand accidents such as earthquakes, strong winds, and freezing.

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

第1図、第2図は本考案の斜視図、第3図、第
4図は屋上床壁上部における施工例を示す動作説
明図、第5図、第6図、は屋上床壁内部における
施工例を示す動作説明図、第7図は従来の手摺支
柱の立設構造を示す概略図、第8図、第9図は従
来の手摺り支柱の支持構造を示す略断面図。 1……埋込基板、1a……埋込基板、2……固
定孔、2a……固定孔、3……取付孔、3a……
取付孔、4……支持板、4a……支持板、5……
取付孔、6……傾斜板、8……傾斜板。
Figures 1 and 2 are perspective views of the present invention, Figures 3 and 4 are operation explanatory diagrams showing an example of construction on the upper part of the roof floor wall, and Figures 5 and 6 are construction examples inside the roof floor wall. FIG. 7 is a schematic diagram showing a conventional handrail support structure; FIGS. 8 and 9 are schematic cross-sectional views showing a conventional handrail support support structure; FIG. 1...Embedded board, 1a...Embedded board, 2...Fixing hole, 2a...Fixing hole, 3...Mounting hole, 3a...
Mounting hole, 4...Support plate, 4a...Support plate, 5...
Mounting hole, 6... Inclined plate, 8... Inclined plate.

Claims (1)

【実用新案登録請求の範囲】 1 埋込基板の長手方向において左側から右側え
と横長の楕円形状と縦長の楕円形状とを交互に
穿設した夫夫の固定孔を上の列と下の列とに配
設すると共に、該埋込基板の一端を上方に向け
て屈曲し且つこの適所において両面に貫通する
小形の取付孔の多数を穿設した手摺りの固定板
を設けると共に、他端を内側方向に屈曲して適
宜な斜度を有し且つこの適所において両面に貫
通する小形の取付孔の多数を穿設した手摺りを
支える傾斜板を設けてなる屋上手摺用アンカー
ベース。 2 埋込基板は該基板の長手方向において幅を短
くすると共に、傾斜板は該傾斜間の幅を短くし
た実用新案登録請求の範囲第1項に記載の屋上
手摺用アンカーベース。
[Claims for Utility Model Registration] 1. In the longitudinal direction of the embedded board, from the left side to the right side, fixing holes of a horizontally elongated oval shape and a vertically elongated oval shape are alternately bored in the upper row and the lower row. At the same time, one end of the embedded board is bent upward, and a fixing plate for the handrail is provided with a large number of small mounting holes penetrating through both sides at this proper location, and the other end is bent inward. This anchor base for a rooftop handrail is provided with an inclined plate for supporting a handrail, which is bent in a direction, has an appropriate inclination, and has a large number of small mounting holes penetrating through both sides at appropriate positions. 2. The anchor base for a rooftop handrail according to claim 1, wherein the embedded board has a short width in the longitudinal direction of the board, and the inclined plate has a short width between the slopes.
JP11965787U 1987-08-04 1987-08-04 Expired JPH0417718Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11965787U JPH0417718Y2 (en) 1987-08-04 1987-08-04

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11965787U JPH0417718Y2 (en) 1987-08-04 1987-08-04

Publications (2)

Publication Number Publication Date
JPS6423528U JPS6423528U (en) 1989-02-08
JPH0417718Y2 true JPH0417718Y2 (en) 1992-04-21

Family

ID=31365076

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11965787U Expired JPH0417718Y2 (en) 1987-08-04 1987-08-04

Country Status (1)

Country Link
JP (1) JPH0417718Y2 (en)

Also Published As

Publication number Publication date
JPS6423528U (en) 1989-02-08

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