JPH045601Y2 - - Google Patents
Info
- Publication number
- JPH045601Y2 JPH045601Y2 JP6997386U JP6997386U JPH045601Y2 JP H045601 Y2 JPH045601 Y2 JP H045601Y2 JP 6997386 U JP6997386 U JP 6997386U JP 6997386 U JP6997386 U JP 6997386U JP H045601 Y2 JPH045601 Y2 JP H045601Y2
- Authority
- JP
- Japan
- Prior art keywords
- angle member
- lightweight concrete
- horizontal angle
- alc
- fixed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000470 constituent Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
【考案の詳細な説明】
〈産業上の利用分野〉
本考案は屋上やベランダ等の腰壁の構造に係
り、特に軽量コンクリート板(ALC板)を並列
して構成する腰壁構造に関するものである。[Detailed description of the invention] <Industrial field of application> The present invention relates to the structure of waist walls on rooftops, balconies, etc., and particularly relates to the waist wall structure composed of parallel lightweight concrete plates (ALC plates). .
〈従来の技術〉
従来、ALC板を使用して腰壁を構成する為に
は第7図及び第8図に示す如く、所定の間隔を保
つて起立された円柱形支柱1の間に、この円柱形
支柱1の外周面と同一の端面を有するALC板2
を上方から挿入し、かつそのALC板2の上部は
図示せざる溝形鋼に嵌入し、その下部は逆T型鋼
3に取り付けて構成していた。<Prior art> Conventionally, in order to construct a waist wall using ALC boards, as shown in Figs. ALC plate 2 having the same end surface as the outer peripheral surface of the cylindrical support 1
was inserted from above, and the upper part of the ALC plate 2 was fitted into a channel steel (not shown), and the lower part was attached to an inverted T-shaped steel 3.
〈考案が解決しようとする課題〉
然るに上述の従来の構造に於いては、ALC板
2の端面を円弧状に湾曲させてえぐつて構成しな
ければならないので製造工程が複雑でコスト高に
なる問題があり、又その両端縁が肉薄になるの
で、製造、保管、運搬或いは施工時に端縁が簡単
に欠損する問題があつた。かつ施工に当たつて
は、円柱形支柱に沿つてALC板2を上方から挿
入して、その側面を円柱形支柱1と合致させなけ
ればならないので、作業性も悪く危険である等の
問題もあつた。<Problems to be solved by the invention> However, in the above-mentioned conventional structure, the end face of the ALC plate 2 must be curved into an arc shape and carved out, resulting in a complicated manufacturing process and high cost. Moreover, since both edges are thin, there is a problem that the edges are easily damaged during manufacturing, storage, transportation, or construction. In addition, during construction, the ALC board 2 must be inserted from above along the cylindrical support and its side surface must match the cylindrical support 1, so there are problems such as poor workability and danger. It was hot.
更に溝型鋼を利用してALC板2の頭部を仮止
めして施工する場合も極めて不安定であり、施工
性が悪い問題があつた。 Furthermore, when the head of the ALC board 2 is temporarily fixed using channel steel, it is extremely unstable and there is a problem that the workability is poor.
本考案に係る腰壁構造は従来のこれ等の欠点に
鑑み開発された全く新規な技術である。 The waist wall structure according to the present invention is a completely new technology developed in view of these conventional drawbacks.
〈課題を解決するための手段〉
本考案に係る腰壁構造は、前述の従来の問題点
を根本的に改善した技術であつて、その概略は、
梁材に起立固定された支柱間に軽量コンクリート
板を並列して腰壁を構成する構造に於いて、前記
軽量コンクリート板の上部を支柱で支持された横
架アングル材と、ボルト付アングル部材とで挟持
し、該ボルト付アングル部材に設けられたボルト
を前記横架アングル材の穴に挿通して軽量コンク
リート板の上部を横架アングル材とボルト付アン
グル部材とで締付固定した構造である。<Means for Solving the Problems> The waist wall structure according to the present invention is a technology that fundamentally improves the conventional problems described above, and its outline is as follows.
In a structure in which a waist wall is constructed by placing lightweight concrete plates in parallel between columns that are erected and fixed to a beam, the upper part of the lightweight concrete plates is supported by horizontal angle members and bolted angle members. The bolt provided on the bolted angle member is inserted into the hole of the horizontal angle member, and the upper part of the lightweight concrete plate is tightened and fixed between the horizontal angle member and the bolted angle member. .
〈作用〉
本考案に係る腰壁構造は、上述の如く、支柱で
支持された横架アングル材とボルト付アングル部
材とで軽量コンクリート板の上部を挟持固定する
ようにしたので、従来の如く、軽量コンクリート
板の起立側面を支柱の側面に入り込ませて合致さ
せて支持させる必要がない。<Function> As mentioned above, the waist wall structure according to the present invention has the upper part of the lightweight concrete plate clamped and fixed between the horizontal angle members supported by the pillars and the bolted angle members, so that There is no need to insert the upright side of the lightweight concrete plate into the side of the support column and support it by matching it.
従つて、支柱と及び軽量コンクリート板との側
面を円弧状曲面に形成することを不要とすること
が出来る。 Therefore, it is not necessary to form the side surfaces of the pillar and the lightweight concrete plate into arcuate curved surfaces.
軽量コンクリート板の側面は平らであるので、
支柱に沿つて側方から挿入して起立並列させるこ
とが出来る。 Since the sides of lightweight concrete plates are flat,
They can be inserted from the side along the struts and placed in parallel.
〈実施例〉
図により本考案に係る腰壁構造の一実施例を具
体的に説明すると、第1図は本考案の構造の要部
の構成を示す斜視図、第2図は構成部品を示す斜
視説明図、第3図乃至第5図は組立構成の一例を
示す斜視説明図、第6図はALC板と支柱との突
き合わせ状態を示す断面説明図である。第1図乃
至第6図に於いて、4はH型梁材であつて、その
上面には所定の間隔を保つて、偏平板材状の腰壁
支柱5が起立されている。<Example> An example of the waist wall structure according to the present invention will be specifically explained with reference to the drawings. Fig. 1 is a perspective view showing the configuration of the main part of the structure of the present invention, and Fig. 2 shows the constituent parts. 3 to 5 are perspective explanatory views showing an example of an assembled configuration, and FIG. 6 is a cross-sectional explanatory view showing a state in which the ALC plate and the support are butted. In FIGS. 1 to 6, reference numeral 4 denotes an H-shaped beam, and waist wall supports 5 in the form of flat plates are erected on the upper surface of the beam at a predetermined interval.
これ等の支柱5の下部間には逆T型鋼6が配置
され、かつこの逆T型鋼6は前記H型梁材4の上
面に固定されている。 An inverted T-shaped steel 6 is arranged between the lower portions of these columns 5, and this inverted T-shaped steel 6 is fixed to the upper surface of the H-shaped beam 4.
7はALC板であつて、その起立両側面は平面
状に形成されている。ALC板7は前記支柱5間
に並列されている。 Reference numeral 7 is an ALC board, and both of its upright sides are formed into a flat shape. The ALC plates 7 are arranged in parallel between the pillars 5.
8はALC板7の上部片面に当接し得る横架ア
ングル材である。その横架アングル材8の上面及
び側面の所定位置には多数の小穴9が設けられて
いる。10は所定の長さを持つたボルト付アング
ル部材であつて、その内面には前記横架アングル
材8の小穴9に挿通し得るボルト11が突設され
ている。12,13は夫々支柱5の上下端に固定
された取付板、14は横架アングル材8を、支柱
5に取り付ける際に使用される取付板である。又
15は逆T型鋼6に突設されたALC板7の固定
片である。 8 is a horizontal angle member that can come into contact with one side of the upper part of the ALC board 7. A large number of small holes 9 are provided at predetermined positions on the top and side surfaces of the horizontal angle member 8. Reference numeral 10 is a bolted angle member having a predetermined length, and a bolt 11 that can be inserted into the small hole 9 of the horizontal angle member 8 is provided protruding from its inner surface. Reference numerals 12 and 13 denote mounting plates fixed to the upper and lower ends of the support column 5, respectively, and 14 is a mounting plate used when attaching the horizontal angle member 8 to the support column 5. Further, 15 is a fixed piece of the ALC plate 7 which is protruded from the inverted T-shaped steel 6.
本考案に係る構造の構成に当たつては、図に示
す如く、所定の間隔を保つて起立された支柱5間
に、ALC板7を順に並列し、かつこのALC板7
の上部の片側に横架アングル材8の垂下片を当接
すると共に、この横架アングル材8に対応する
ALC板7の反対側の上部所定位置にボルト付ア
ングル部材10を当接し、これに突設されたボル
ト11の先端を横架アングル材8の小穴9に挿通
し、このボルト11の先端にナツト16を螺合す
ることによつて、ALC板7の上部を横架アング
ル材8とボルト付アングル部材10とで締付挟持
して固定することが出来る。 In configuring the structure according to the present invention, as shown in the figure, ALC plates 7 are arranged in order between the pillars 5 that are erected at a predetermined interval, and the ALC plates 7
A hanging piece of the horizontal angle member 8 is brought into contact with one side of the upper part of the horizontal frame angle member 8.
An angle member 10 with a bolt is brought into contact with a predetermined position on the upper part of the opposite side of the ALC plate 7, the tip of a bolt 11 protruding from this is inserted into the small hole 9 of the horizontal angle member 8, and a nut is inserted into the tip of this bolt 11. 16, the upper part of the ALC plate 7 can be clamped and fixed between the horizontal angle member 8 and the bolted angle member 10.
更に前記横架アングル材8は、取付板14を介
して支柱5の頂部に設けられた取付板13に取付
固定されている。一方、ALC板7の下部は、ボ
ルト17を介して、ALC板7に予め埋め込まれ
た埋込ナツト18と前記固定片15とを相互に係
合することによつて、逆T型鋼6に固定すること
が出来る。 Further, the horizontal angle member 8 is fixedly attached to a mounting plate 13 provided at the top of the support column 5 via a mounting plate 14. On the other hand, the lower part of the ALC plate 7 is fixed to the inverted T-shaped steel 6 by mutually engaging the fixed piece 15 with the embedded nut 18 embedded in the ALC plate 7 in advance via the bolt 17. You can.
〈考案の効果〉
本考案に係る腰壁構造は、上述の如き構造と作
用とを有するので、軽量コンクリート板の上部が
支柱に支持された横架アングル材とボルト付アン
グル部材とによつて締付固定されており、従来の
ように支柱そのもので軽量コンクリート板を直接
支持する必要がない。<Effects of the invention> Since the waist wall structure according to the invention has the structure and function as described above, the upper part of the lightweight concrete plate is fastened by the horizontal angle members supported by the pillars and the bolted angle members. Since it is attached and fixed, there is no need to directly support the lightweight concrete plate with the pillar itself, unlike conventional methods.
従つて、軽量コンクリート板の起立側面を従来
の如く、湾曲面に形成する必要がなく、製造を容
易にすることが出来る。かつ、この軽量コンクリ
ート板の突出縁が欠損する心配がない。 Therefore, it is not necessary to form the upright side surface of the lightweight concrete plate into a curved surface as in the conventional case, and manufacturing can be facilitated. Moreover, there is no fear that the protruding edges of this lightweight concrete plate will be damaged.
更に、軽量コンクリート板は従来の如く、支柱
に沿つて上方から立て込む必要がなく、側方から
支柱に沿つて自在に並列することが出来るので、
作業性が良く、腰壁を安価に構成することが出来
る。 Furthermore, the lightweight concrete plates do not need to be erected from above along the pillars as in the past, and can be freely lined up along the pillars from the side.
It has good workability, and the waist wall can be constructed at low cost.
本考案に係る腰壁構造は、梁材、支柱、横架ア
ングル材、ボルト付アングル部材及び軽量コンク
リート板が夫々相互に係合されているので、全体
として強固な腰壁を構成することが出来る。 In the waist wall structure according to the present invention, the beam members, supports, horizontal angle members, bolted angle members, and lightweight concrete plates are each engaged with each other, so that a strong waist wall can be constructed as a whole. .
第1図は本考案の構造の要部の構成を示す斜視
図、第2図は構成部品を示す斜視説明図、第3図
乃至第5図は組立構成の一例を示す斜視説明図、
第6図はALC板と支柱との突き合わせ状態を示
す断面説明図、第7図は従来例を示す斜視説明
図、第8図はその一部の横断面図である。
1は円柱形支柱、2,7はALC板、3,6は
逆T型鋼、5は支柱、8は横架アングル材、10
はボルト付アングル部材、11,17はボルト、
12,13,14は取付板である。
Fig. 1 is a perspective view showing the configuration of the main parts of the structure of the present invention, Fig. 2 is a perspective explanatory view showing the component parts, and Figs. 3 to 5 are perspective explanatory views showing an example of the assembled configuration.
FIG. 6 is an explanatory cross-sectional view showing a butted state of the ALC plate and the support column, FIG. 7 is an explanatory perspective view showing a conventional example, and FIG. 8 is a cross-sectional view of a portion thereof. 1 is a cylindrical support, 2 and 7 are ALC plates, 3 and 6 are inverted T-shaped steel, 5 is a support, 8 is a horizontal angle member, 10
is an angle member with bolts, 11 and 17 are bolts,
12, 13, and 14 are mounting plates.
Claims (1)
た支柱間に起立側面が平らな軽量コンクリート板
を並列した腰壁構造に於いて、横架アングル材が
前記支柱の上部に固定され、前記軽量コンクリー
ト板の上部の一面が該横架アングル材の垂下片に
当接され、かつ該軽量コンスリート板の上部の他
面にボルト付アングル部材の一片が当接され、該
ボルト付アングル部材のボルトが前記横架アング
ル材の垂下片に設けられた穴に差し込まれて軽量
コンクリート板の上部が前記横架アングル材とボ
ルト付アングル部材とで締付固定されたことを特
徴とした腰壁構造。 In a waist wall structure in which lightweight concrete plates with flat standing sides are arranged in parallel between pillars that are fixed upright at a predetermined interval on the upper surface of the beam, horizontal angle members are fixed to the top of the pillars, and the One surface of the upper part of the lightweight concrete plate is in contact with the hanging piece of the horizontal angle member, and one piece of the angle member with bolts is in contact with the other surface of the upper part of the lightweight concrete plate, and the bolts of the angle member with bolts are in contact with the other surface of the upper part of the lightweight concrete plate. is inserted into a hole provided in a hanging piece of the horizontal angle member, and the upper part of the lightweight concrete plate is tightened and fixed by the horizontal angle member and the bolted angle member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6997386U JPH045601Y2 (en) | 1986-05-12 | 1986-05-12 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6997386U JPH045601Y2 (en) | 1986-05-12 | 1986-05-12 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62182302U JPS62182302U (en) | 1987-11-19 |
| JPH045601Y2 true JPH045601Y2 (en) | 1992-02-18 |
Family
ID=30911182
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6997386U Expired JPH045601Y2 (en) | 1986-05-12 | 1986-05-12 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH045601Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5718624B2 (en) * | 2010-12-02 | 2015-05-13 | 旭化成ホームズ株式会社 | Waist wall structure and construction method |
-
1986
- 1986-05-12 JP JP6997386U patent/JPH045601Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62182302U (en) | 1987-11-19 |
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