JPH10273928A - Handrail wall structure of balcony and construction method thereof - Google Patents

Handrail wall structure of balcony and construction method thereof

Info

Publication number
JPH10273928A
JPH10273928A JP7927597A JP7927597A JPH10273928A JP H10273928 A JPH10273928 A JP H10273928A JP 7927597 A JP7927597 A JP 7927597A JP 7927597 A JP7927597 A JP 7927597A JP H10273928 A JPH10273928 A JP H10273928A
Authority
JP
Japan
Prior art keywords
wall
handrail
extruded plate
plate
balcony
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
JP7927597A
Other languages
Japanese (ja)
Inventor
Toru Matsunaga
透 松永
Hirokazu Uchida
博和 内田
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.)
Araigumi Co Ltd
Original Assignee
Araigumi Co Ltd
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 Araigumi Co Ltd filed Critical Araigumi Co Ltd
Priority to JP7927597A priority Critical patent/JPH10273928A/en
Publication of JPH10273928A publication Critical patent/JPH10273928A/en
Pending legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a handrail wall structure and it construction method which can reduce the weight f a skeleton of a balcony, simplify the work at site greatly, shorten a period of construction work, facilitate the industrialization of constituent members of a handrail wall to reduce cost, and have good appearance which is almost equal to that of conventional handrail wall. SOLUTION: A handrail wall 1 of a balcony is provided with a precast handrail frame 2 and a precast outer wall plate 10 which are erected vertically in a tip part Y1 of a reinforced concrete floor system Y of the balcony which is provided in such a manner than it overhangs outward and substantially horizontally from a vertical external wall of a building. The handrail frame 2 is vertically erected in the tip part Y1 of the reinforced concrete floor system Y by embedding and fixing lower end parts of a support 3 which are arranged at an interval in the longitudinal direction of the handrail frame 2 along the tip part Y1 of the reinforced concrete floor system Y and the outer wall plate 10 is fixed at a proper section on an outer face of the handrail frame 2 to constitute a wall part 1a.

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】この発明は、集合住宅などの
建物におけるバルコニーやベランダやテラスなど(以
下、バルコニー等という)の鉄筋コンクリート系床版
(スラブともいう)の先端部に沿って設けられる手摺り
壁構造に関するもので、詳しくはプレキャスト手摺りフ
レームおよびプレキャスト外壁板を備えた手摺り壁構造
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a handrail provided along the tip of a reinforced concrete floor slab (also referred to as a slab) of a balcony, veranda or terrace (hereinafter referred to as a balcony or the like) in a building such as an apartment house. More particularly, the present invention relates to a handrail wall structure including a precast handrail frame and a precast outer wall plate.

【0002】[0002]

【従来の技術】従来、この種の手摺り壁構造は、スラブ
の施工と同様に現場でコンクリートを打設することによ
り形成されていた。また、一般的に、手摺り壁に隣接し
て柵状の手摺り部分が設けられている。そして、鉄筋コ
ンクリート系の手摺り壁は、現場でスラブ側の型枠とと
もに型枠を組み、それぞれの型枠内に配筋し、コンクリ
ートを流し込み、固化させて形成している。こうした施
工には、多くの労力と時間を要することから、例えば、
特開平3−244723号公報に記載の片持ちスラブの
構造が提案されている。
2. Description of the Related Art Conventionally, this type of handrail wall structure has been formed by pouring concrete on site as in the case of slab construction. Further, generally, a fence-shaped handrail portion is provided adjacent to the handrail wall. The reinforced concrete handrail wall is formed by forming a formwork together with a formwork on the slab side at the site, arranging reinforcement in each formwork, pouring concrete, and solidifying. Because such construction requires a lot of labor and time, for example,
A structure of a cantilever slab described in JP-A-3-244723 has been proposed.

【0003】この片持ちスラブ構造は、プレキャスト
(PCとも略す)手摺り壁と、コンクリート現場打ちの
スラブとからなり、PC手摺り壁は内部に補強用鉄筋を
配置するとともに、補強用鉄筋の一部(スラブ内に及ぶ
長さ)を手摺り壁の下部から突出させ、またPC手摺り
壁の上端部又はスラブ側下部の少なくとも一方にナット
アンカーを設けたものである。
[0003] This cantilever slab structure is composed of a precast (also abbreviated as PC) handrail wall and a concrete slab cast in place. The PC handrail wall has reinforcing steel bars inside it and one reinforcing steel bar. A portion (length extending into the slab) protrudes from the lower part of the handrail wall, and a nut anchor is provided on at least one of the upper end part of the PC handrail wall or the lower part on the slab side.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記公
報に記載の片持ちスラブ構造においても、次のような課
題がある。
However, the cantilever slab structure described in the above publication has the following problems.

【0005】 PC手摺り壁は、型枠を用いて形成す
るのに比べて施工が簡単であるが、内部に配筋される鉄
筋が露出しないようにコンクリートの厚みを厚くする必
要があるため、重量が大きく軽量化の面では改善されて
いない。
[0005] PC handrail walls are easier to construct than those formed using a formwork. However, since it is necessary to increase the thickness of concrete so that the reinforcing bars arranged inside are not exposed, The weight is large and the weight has not been improved.

【0006】 PC手摺り壁は、下部から突出させた
鉄筋をスラブに埋設して定着するため、型枠等を用いて
スラブを形成する際に、PC手摺り壁を型枠上に起立さ
せた後、前記鉄筋の突出部を型枠内に挿入した状態でコ
ンクリートを打設することで、スラブとPC手摺り壁を
一体にするものである。このため、コンクリートの打設
作業の始めからコンクリートが完全に固化するまで、P
C手摺り壁を起立させておく必要があるとともに、こう
した作業は熟練を要すうえに手間もかかる。
The PC handrail wall is fixed by embedding a reinforcing bar protruding from the lower part in the slab. When the slab is formed using a mold or the like, the PC handrail wall is erected on the mold. Thereafter, concrete is cast in a state where the protruding portion of the reinforcing bar is inserted into the formwork, thereby integrating the slab and the PC handrail wall. For this reason, from the beginning of the concrete casting work until the concrete is completely solidified,
C It is necessary to keep the handrail wall upright, and such work requires skill and time.

【0007】この発明は上述の点に鑑みなされたもの
で、バルコニー等の駆体の軽量化が図れ、現場作業が大
幅に簡略化され、作業期間を短縮化でき、しかも手摺り
壁の構成部材の工業化が容易でコストダウンが図れるう
えに、外観は従来のコンクリート手摺り壁と遜色がなく
見栄えの良いバルコニー等の手摺り壁構造とその施工方
法を提供することを目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and can reduce the weight of a vehicle such as a balcony, greatly simplifying on-site work, shortening the work period, and furthermore, constituting members of a handrail wall. It is an object of the present invention to provide a handrail wall structure such as a balcony and the like and a construction method thereof, which can be easily industrialized and cost reduction can be achieved, and the appearance thereof is not inferior to that of a conventional concrete handrail wall.

【0008】[0008]

【課題を解決するための手段】上記の目的を達成するた
めに本発明にかかるバルコニー等の手摺り壁構造は、a)
建物の垂直な外壁から外方へほぼ水平に張り出して設け
られるバルコニー等の鉄筋コンクリート系床版の先端部
に垂直に立設されるプレキャスト手摺りフレームおよび
プレキャスト外壁板を備えたバルコニーの手摺り壁構造
であって、b)前記手摺りフレームの長手方向に間隔をあ
けて配設されている支柱の下端部を前記鉄筋コンクリー
ト系床版の先端部に沿って埋設・固定することにより、
前記手摺りフレームを前記鉄筋コンクリート系床版の先
端部に垂直に立設し、c)前記プレキャスト手摺りフレー
ムの外面の適所に、前記外壁板を固設することを特徴と
している。
In order to achieve the above object, a handrail wall structure such as a balcony according to the present invention comprises:
Balcony railing wall structure equipped with a precast railing frame and a precast outer wall plate that stand upright at the tip of a reinforced concrete floor slab such as a balcony that extends almost horizontally outward from the vertical outer wall of the building And b) by embedding and fixing the lower ends of the pillars arranged at intervals in the longitudinal direction of the handrail frame along the tips of the reinforced concrete floor slabs,
The handrail frame is erected perpendicularly to the tip of the reinforced concrete floor slab, and c) the outer wall plate is fixed in place on the outer surface of the precast handrail frame.

【0009】上記の構成を有する本発明にかかるバルコ
ニー等の手摺り壁構造によれば、通常、手摺りフレーム
に隣接して設けられる手摺り壁の壁部分を、スラブ先端
部に立設した手摺りフレームにプレキャスト外壁板を取
り付けるだけで、簡単に形成でき、したがって従来のよ
うに壁部分用型枠を用いたり、配筋したり、コンクリー
トを打設したりするなどの現場作業を省略でき、短期間
で手摺り壁を完成できる。また従来の鉄筋コンクリート
系手摺り壁構造と比較して、外壁板の居室側(内側)に
手摺りフレームが連続的に設けられているので、例えば
洗濯物干しなどの各種金物を任意の位置に簡単に取り付
けることができ便利である。
[0009] According to the handrail wall structure for a balcony or the like according to the present invention having the above-described structure, the handrail wall usually provided adjacent to the handrail frame is provided with a hand standing at the tip end of the slab. By simply attaching the precast outer wall plate to the sliding frame, it can be easily formed, so it is possible to omit the on-site work such as using the formwork for the wall part, arranging the reinforcing, placing the concrete, etc. as in the past, Handrail wall can be completed in a short time. Also, as compared with the conventional reinforced concrete handrail wall structure, a handrail frame is continuously provided on the living room side (inside) of the outer wall plate, so that various hardware such as laundry clothes can be easily placed at any position. It can be conveniently installed.

【0010】請求項2記載のように、d)前記外壁板に押
出成形板を使用できる。
[0010] As described in claim 2, d) an extruded plate can be used for the outer wall plate.

【0011】請求項2の発明によれば、例えばモルタル
製の押出成形板を使用することにより、取り扱いが容易
になるうえに、従来の鉄筋コンクリート系外壁に比べて
軽量で、鉄筋コンクリート系床版の支持強度を軽減で
き、バルコニー等の全体重量を軽減できる。また、特に
モルタル製などの押出成形板を用いることにより、その
表面にタイル貼りも可能になる。
According to the second aspect of the present invention, the use of an extruded plate made of, for example, mortar facilitates handling and is lighter than a conventional reinforced concrete outer wall, and supports a reinforced concrete floor slab. The strength can be reduced, and the overall weight of the balcony and the like can be reduced. In particular, by using an extruded plate made of mortar or the like, the surface can be tiled.

【0012】請求項3記載のように、e)前記鉄筋コンク
リート系床版の先端垂直壁を第2押出成形板で構成する
とともに、f)第2押出成形板および前記押出成形板の外
面に共通のタイルを貼り付け、g)前記押出成形板側タイ
ルと前記第2押出成形板側タイルの隙間をシーリングす
るとよい。
According to a third aspect of the present invention, e) the vertical wall at the tip end of the reinforced concrete floor slab is constituted by a second extruded plate, and f) the common surface of the second extruded plate and the outer surface of the extruded plate. A tile may be attached, and g) a gap between the extruded plate side tile and the second extruded plate side tile may be sealed.

【0013】請求項3の発明によれば、床版の先端垂直
壁をプレキャストの第2押出成形板で形成するので、こ
の第2押出成形板を床版の型枠の一部として使用でき、
第2押出成形板をコンクリートに打ち込んで使用するこ
とにより、現場作業を簡略化できるとともに、仕上げ作
業が容易になり、しかも仕上がりが良好である。また手
摺り外壁板の外観がバルコニーの床版の先端垂直壁と共
通なうえに、シーリングにより接続されて一体感が出る
ので、従来の現場打ちのコンクリート系手摺り外壁と同
様な仕上がりが期待できる。
According to the third aspect of the present invention, since the vertical wall at the tip end of the floor slab is formed by the precast second extruded plate, the second extruded plate can be used as a part of the mold of the floor slab.
By driving the second extruded plate into concrete, on-site work can be simplified, finishing work is facilitated, and the finish is good. In addition, the appearance of the handrail outer wall plate is the same as the vertical wall at the tip of the balcony slab, and it is connected by sealing to give a sense of unity, so the same finish as the conventional cast-in-place concrete handrail outer wall can be expected .

【0014】請求項4記載のように、h)前記支柱の下部
に、前記押出成形板の垂直方向に貫通する中空部に嵌挿
可能な突起を備えた取付金物を外向きに突設し、取付金
物の突起を前記押出成形板の中空部に嵌挿するととも
に、i)前記押出成形板の中空部に嵌挿可能な突起を備え
た蓋板兼用取付金物を、その突起を前記押出成形板の中
空部に下向きに嵌挿し前記取付金物とで前記押出成形板
を挟持して前記支柱の上部に取り付けることが好まし
い。
[0014] According to a fourth aspect of the present invention, h) a fitting having a projection which can be inserted into a hollow portion penetrating in a vertical direction of the extruded plate is provided at a lower portion of the support so as to project outward. The projection of the mounting hardware is inserted into the hollow portion of the extrusion-molded plate, and i) a lid-plate mounting hardware having a projection that can be inserted into the hollow portion of the extrusion-molded plate. It is preferable that the extruded plate is inserted downward into the hollow portion of the supporting member, and the extruded plate is sandwiched between the mounting member and the mounting member, and is attached to the upper portion of the support.

【0015】請求項5記載のように、j)前記支柱の下部
に、前記押出成形板の垂直方向に貫通する中空部に挿入
可能な突起を備えた取付金物を外向きに突設し、取付金
物の突起を前記押出成形板の中空部に嵌挿するととも
に、k)前記押出成形板の上端部に嵌合可能な門形で内面
にクッション材を装着した蓋板兼用取付金物を、その凹
所を前記押出成形板の上端部に下向きに嵌着し前記取付
金物とで前記押出成形板を挟持して前記支柱の上部に取
り付けてもよい。
According to a fifth aspect of the present invention, j) a mounting member having a projection which can be inserted into a hollow portion penetrating in a vertical direction of the extruded plate is provided at a lower portion of the support column so as to protrude outward. A projection of a metal fitting is inserted into a hollow portion of the extrusion-molded plate, and k) a lid-shaped mounting metal fitting with a cushion material attached to an inner surface having a gate shape that can be fitted to an upper end of the extrusion-molded plate, and a concave portion thereof. A place may be fitted downward to the upper end of the extruded plate, and the extruded plate may be sandwiched between the mounting hardware and attached to the upper portion of the support.

【0016】請求項4および請求項5の発明によれば、
押出成形板を上下の取付金物で挟持して手摺りフレーム
の支柱に簡単に固設でき、しかも押出成形板の少なくと
も上面の中空部の孔は蓋板兼用取付金物で塞がれるの
で、雨水等が中空部に浸入することがない。
According to the fourth and fifth aspects of the invention,
The extruded plate can be easily fixed to the support of the handrail frame by sandwiching the extruded plate between the upper and lower mounting hardware, and at least the hole in the hollow part on the upper surface of the extruded plate is closed by the lid plate and mounting hardware, so that rainwater etc. Does not enter the hollow part.

【0017】請求項6記載のように、m)前記外壁板およ
び前記第2押出成形板をあらかじめ前記手摺りフレーム
に一体化しておいてもよい。
[0017] As described in claim 6, m) the outer wall plate and the second extruded plate may be integrated with the handrail frame in advance.

【0018】請求項6の発明によれば、工場等で外壁板
を手摺りフレームに一体化でき、大量に生産することで
コストダウンが図れる。また取り扱いが容易で、現場で
外壁板を取り付ける手間が省け、作業性も向上する。
According to the sixth aspect of the present invention, the outer wall plate can be integrated with the handrail frame in a factory or the like, and cost reduction can be achieved by mass production. In addition, the handling is easy, the labor for attaching the outer wall plate on site is omitted, and the workability is improved.

【0019】本発明にかかるバルコニー等の手摺り壁構
造の施工方法(請求項7)は、A)建物の垂直な外壁から
外方へほぼ水平に張り出して鉄筋コンクリート系床版を
型枠等を用いて現場打ちにより形設し、B)前記鉄筋コン
クリート系床版の先端部に沿って所定の間隔をあけて複
数の孔を穿設し、C)プレキャスト手摺りフレームを、そ
の長手方向に所定の間隔で設けた支柱の下端部を前記各
孔に挿入したのちモルタル等を流し込んで埋設・固定す
ることにより立設し、D)前記手摺りフレームの外面の適
所に、プレキャスト外壁板を取付金物を介して固設する
ものである。
The method for constructing a handrail wall structure such as a balcony according to the present invention (Claim 7) includes the steps of: A) using a reinforced concrete floor slab that projects substantially horizontally outward from a vertical outer wall of a building and uses a formwork or the like; B) a plurality of holes are formed at predetermined intervals along the tip of the reinforced concrete floor slab, and C) a precast handrail frame is formed at predetermined intervals in the longitudinal direction. After inserting the lower end of the support provided in the above holes into the holes, erection is performed by pouring mortar or the like into the holes, and D) the precast outer wall plate is attached to an appropriate position on the outer surface of the handrail frame via a mounting hardware. It is fixed.

【0020】本発明の施工方法によれば、鉄筋コンクリ
ート系床版の先端部に沿って手摺りフレームを立設した
後に、手摺りフレームに対して必要な長さのプレキャス
ト外壁板を取り付けるので、手摺りフレームだけの部分
と外壁板の部分との割合を任意に設定できるとともに、
外壁板の部分も任意に設定でき、あらゆる種類の建物の
スパン割寸法に対しても、両者を交互にバランスよく配
置できる。
According to the construction method of the present invention, after the handrail frame is erected along the tip of the reinforced concrete floor slab, the necessary length of the precast outer wall plate is attached to the handrail frame. While the ratio between the sliding frame only part and the outer wall plate part can be set arbitrarily,
The portion of the outer wall plate can also be set arbitrarily, and both can be alternately arranged in a well-balanced manner even for the span split dimensions of all types of buildings.

【0021】請求項8記載のように、E)前記外壁板およ
び前記第2押出成形板を、あらかじめ前記手摺りフレー
ムに一体化しておくとよい。
[0021] As described in claim 8, E) the outer wall plate and the second extruded plate may be integrated with the handrail frame in advance.

【0022】請求項8の発明によれば、外壁板と手摺り
フレームとをあらかじめ工場等で取り付けることになる
ので、プレキャスト製品の省力化、工業化に有効であ
る。
According to the eighth aspect of the present invention, since the outer wall plate and the handrail frame are attached in advance at a factory or the like, it is effective for labor saving and industrialization of precast products.

【0023】[0023]

【発明の実施の形態】以下、本発明のバルコニー等の手
摺り壁構造についてその実施の形態を図面に基づいて説
明し、併せて施工方法の実施の形態についても説明す
る。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing the construction of a handrail wall structure for a balcony or the like according to the present invention.

【0024】図1はバルコニーの手摺り壁構造の実施例
を示す正面図、図2は図1のII−II線拡大断面図、図3
は手摺り壁構造の他の実施例を示す拡大断面図、図4は
施工途中の状態における手摺り壁の壁部分の実施例を示
す平面図である。
FIG. 1 is a front view showing an embodiment of a handrail wall structure of a balcony, FIG. 2 is an enlarged sectional view taken along the line II-II of FIG.
Is an enlarged sectional view showing another embodiment of the handrail wall structure, and FIG. 4 is a plan view showing an embodiment of a wall portion of the handrail wall in the middle of construction.

【0025】図1に示すように、本例の手摺り壁1は手
摺りフレーム2を含み、この手摺りフレーム2を挟んで
両側に設けられている。手摺り壁1の壁部分1aの表面
(外面)およびバルコニーの床版Yの立ち上がり壁の表
面に、それぞれタイルが貼着されている。手摺りフレー
ム2の上面から上方に一部が突出する複数本の支柱3の
上端に、手摺りパイプ4が一連に掛け渡されている。手
摺り壁1の壁部分1aは正面から見ると、手摺りフレー
ム2と面一に見えるが、実際には図2のように手摺りフ
レーム2より前方に位置する。
As shown in FIG. 1, the handrail wall 1 of this embodiment includes a handrail frame 2 and is provided on both sides of the handrail frame 2. Tiles are respectively attached to the surface (outer surface) of the wall portion 1a of the handrail wall 1 and the surface of the rising wall of the floor slab Y of the balcony. A handrail pipe 4 is extended in series over the upper ends of a plurality of columns 3 partially projecting upward from the upper surface of the handrail frame 2. When viewed from the front, the wall portion 1a of the handrail wall 1 is flush with the handrail frame 2, but is actually located forward of the handrail frame 2 as shown in FIG.

【0026】図2に示すように、鉄筋コンクリート系の
建物の外壁(図示せず)から、鉄筋コンクリート系床版
(スラブともいわれる)Yが外方に向け水平に張り出し
て設けられている。スラブYの内部には鉄筋(図示せ
ず)が配筋されており、通常は型枠を組み、コンクリー
トを現場で打設することによって形成される。スラブY
の先端部Y1はやや高く形成され、その先端部Y1のす
ぐ内側に一段低くした雨水受溝Zが形成されている。先
端部Y1に沿ってその長手方向に一定の間隔をあけて孔
Y2が穿設される。孔Y2の間隔は、手摺りフレーム2
の長手方向に所定間隔で配設された支柱3の間隔に対応
(一致)している。また、スラブYの先端の立面(垂直
壁)には、図1のように長方形のタイル11を横向きに
し規則的に配列して貼着している。タイル11および貼
着パターンは、建物の外壁に貼着されるタイル(図示せ
ず)と共通にしている。なお、タイル11を貼り付ける
際の向きは縦でもよい。
As shown in FIG. 2, a reinforced concrete floor slab (also called a slab) Y is provided so as to extend horizontally outward from an outer wall (not shown) of a reinforced concrete building. Reinforcing bars (not shown) are arranged inside the slab Y, and are usually formed by assembling a formwork and casting concrete on site. Slab Y
Is formed slightly higher, and a rainwater receiving groove Z which is one step lower is formed just inside the front end Y1. Holes Y2 are formed along the distal end portion Y1 at regular intervals in the longitudinal direction. The distance between the holes Y2 is
Correspond to (coincide with) the intervals between the columns 3 arranged at predetermined intervals in the longitudinal direction of the column. Further, as shown in FIG. 1, rectangular tiles 11 are attached to the upright surface (vertical wall) at the tip end of the slab Y in a horizontally oriented and regularly arranged manner. The tile 11 and the sticking pattern are common to a tile (not shown) to be stuck to the outer wall of the building. Note that the orientation when attaching the tile 11 may be vertical.

【0027】手摺りフレーム2は、工場等生産されるプ
レキャスト製品で本例ではステンレス材からなり、支柱
3を挟んで両側に多数のパイプ2aが縦格子状に一定間
隔で配設されている。支柱3の下端部3aはやや細くな
っており、手摺りフレーム2を立てた状態で、各孔Y2
に挿入したのちモルタルやグラウトを孔Y2の隙間に充
填して固化させることにより、手摺りフレーム2をスラ
ブYの先端部に沿って立設する。支柱3あるいは支柱3
とパイプ2aの下部に、L形の取付金物6を取付板5を
介してそれぞれ溶接により固設する。また、支柱3ある
いは支柱3とパイプ2aの上部に、後述する蓋板兼用取
付金物8の接続金具7をそれぞれ溶接により固設する。
The handrail frame 2 is a precast product manufactured in a factory or the like, and is made of stainless steel in this example, and a large number of pipes 2a are arranged at regular intervals in a vertical lattice on both sides of the support column 3. The lower end 3a of the support 3 is slightly thinner, and the handrail frame 2 is set up so that each hole Y2
After that, the mortar or grout is filled in the gap of the hole Y2 and solidified, whereby the handrail frame 2 stands upright along the tip of the slab Y. Post 3 or Post 3
The L-shaped mounting hardware 6 is fixed to the lower part of the pipe 2a by welding via the mounting plate 5. Further, a connecting metal 7 for a cover plate / mounting metal fitting 8, which will be described later, is fixed to the support 3 or the upper portion of the support 3 and the pipe 2a by welding.

【0028】本例では、手摺り壁の壁部分1aの外面を
構成する外壁板として、モルタル製のプレキャスト押出
成形板10を使用している。図4に示すように、この押
出成形板10は垂直方向に貫通する多数の長方形状の中
空部10aを有し、所定長さ(例えば、600mm〜1
200mm)からなる。一端面に凹状部10bを持ち、
他端面に凸状部10cを持っており、凸状部10cを凹
状部10b内に嵌入させることにより、長手方向に相互
に接続できる。なお、他の押出成形板10を接続しない
場合には、凹状部10bおよび凸状部10cは切断され
る。また、本例では外壁をタイル面に仕上げるので、押
出成形板10の一面に、あらかじめ長方形のタイル11
を規則的に配列して貼着しておく。タイル11および貼
着パターンは、建物の外壁のタイルと共通にしている。
In this embodiment, a mortar precast extruded plate 10 is used as an outer wall plate constituting the outer surface of the wall portion 1a of the handrail wall. As shown in FIG. 4, this extruded plate 10 has a large number of rectangular hollow portions 10a penetrating in the vertical direction, and has a predetermined length (for example, 600 mm to 1 mm).
200 mm). Having a concave portion 10b on one end surface,
The other end surface has a convex portion 10c, and by fitting the convex portion 10c into the concave portion 10b, it is possible to connect to each other in the longitudinal direction. When the other extruded plate 10 is not connected, the concave portion 10b and the convex portion 10c are cut. Further, in this example, since the outer wall is finished to a tile surface, a rectangular tile 11
Are regularly arranged and attached. The tile 11 and the sticking pattern are common to the tiles on the outer wall of the building.

【0029】前記取付金物6の水平部上面に、押出成形
板10の中空部10aに嵌挿可能な長方形の突起6aを
上向きに突設し、また蓋板兼用取付金物8に中空部10
aに嵌挿可能な長方形の突起8aを下向きに突設してい
る。そして、押出成形板10を、取付金物6の突起6a
に中空部10aを嵌挿することにより、垂直に立設して
いる。また、押出成形板10の上面には、蓋板兼用取付
金物8を突起8aを中空部10aに嵌挿することにより
取り付け、中空部10aを塞いでいる。この状態で、蓋
板兼用取付金物8の接続片8bを接続金具7にボルト・
ナット12により接続し、押出成形板10を上下の取付
金物6・8により挟持して支柱3等に固設している。さ
らに、取付金物6の垂直部と押出成形板10の隙間に硬
質ゴムなどのクッション材13を装着し、またスラブY
の立面のタイル11上端と押出成形板10のタイル11
の下端との隙間および押出成形板10のタイル11の上
端と取付金物8との隙間にシーリング14を充填してい
る。
On the upper surface of the horizontal part of the mounting hardware 6, a rectangular projection 6a which can be inserted into the hollow part 10a of the extruded plate 10 is projected upward.
A rectangular projection 8a that can be inserted into a is projected downward. Then, the extruded plate 10 is connected to the projection 6a of the mounting hardware 6.
The hollow portion 10a is vertically inserted by inserting the hollow portion 10a into the hole. Further, on the upper surface of the extruded plate 10, a cover plate / mounting metal fitting 8 is attached by inserting the projection 8a into the hollow portion 10a to cover the hollow portion 10a. In this state, the connecting piece 8b of the lid plate / mounting metal fitting 8 is bolted to the connecting metal fitting 7.
The extruded plate 10 is fixed to the column 3 and the like by being sandwiched between upper and lower mounting hardware 6, 8 by being connected by a nut 12. Further, a cushion material 13 such as hard rubber is attached to a gap between the vertical part of the mounting hardware 6 and the extruded plate 10, and the slab Y
Of the upper surface of the tile 11 and the tile 11 of the extruded plate 10
And a gap between the upper end of the tile 11 of the extruded plate 10 and the mounting hardware 8 are filled with a ceiling 14.

【0030】上記した施工方法に変えて次のように実施
することができる。すなわち、図3に示すように、手摺
りフレーム2の支柱3の下端側を下方に延長したもの
(図2の延長部分17bを有するもの)を使用するとと
もに、支柱3の下端に円板15の中心部より上向きに延
設した連結杆16を連結したものを使用する。押出成形
板10はあらかじめ工場等で生産した際に、支柱3に取
付金物6、8等を介して固設しておくとともに、第2押
出成形板17の上端を押出成形板10の下端にあらかじ
め工場で連結しておく。また、第2押出成形板17の上
下方向の中間位置に取付金物17aを取り付け、第2押
出成形板17を取付金物17aを介して支柱3(図2の
延長部17b)に接続しておく。水平な型枠板18の上
に、円板15を下にして手摺りフレーム2を立設すると
ともに、押出成形板10および第2押出成形板17を垂
直に配置する。なお、押出成形板10および第2押出成
形板17の表面へのタイル11の貼着および押出成形板
10と第2押出成形板17との連結箇所の隙間へのシー
リング14の充填などの各作業は、工場であらかじめ行
っておくことができる。
The present invention can be carried out as follows, instead of the above construction method. That is, as shown in FIG. 3, a handrail frame 2 in which the lower end side of the column 3 is extended downward (having an extended portion 17 b in FIG. 2) is used, and the disk 15 is attached to the lower end of the column 3. It uses a connecting rod 16 that extends upward from the center. When the extruded plate 10 is previously produced in a factory or the like, the extruded plate 10 is fixed to the column 3 via the mounting hardware 6, 8 and the like, and the upper end of the second extruded plate 17 is previously attached to the lower end of the extruded plate 10. Connect at the factory. Further, a mounting hardware 17a is attached to a vertical intermediate position of the second extruded plate 17, and the second extruded plate 17 is connected to the column 3 (extended portion 17b in FIG. 2) via the mounting hardware 17a. The handrail frame 2 is erected on the horizontal form plate 18 with the disc 15 down, and the extruded plate 10 and the second extruded plate 17 are arranged vertically. Each operation such as attaching the tiles 11 to the surfaces of the extruded plate 10 and the second extruded plate 17 and filling the gap between the connecting points between the extruded plate 10 and the second extruded plate 17 with the sealing 14. Can be done in advance at the factory.

【0031】また、上記蓋板兼用取付金物8に変えて門
形の蓋板兼用取付金物8’を使用する。この取付金物
8’は両側垂直部8kの内面に硬質ゴム板(クッション
材)13’を接着したもので、突起8aを備えていな
い。したがって、取付金物8’に押出成形板10の上端
部を嵌め込んで装着することができる。なお、符号1
4’はシーリングである。
In addition, instead of the lid plate / mounting fitting 8, a gate-shaped lid plate / fixing fitting 8 'is used. The mounting hardware 8 'is formed by bonding a hard rubber plate (cushion material) 13' to the inner surface of the vertical portion 8k on both sides, and does not have the projection 8a. Therefore, the upper end of the extruded plate 10 can be fitted and mounted on the mounting hardware 8 '. Note that reference numeral 1
4 'is a ceiling.

【0032】さらに、第2押出成形板17を型枠の一部
とし、型枠内に鉄筋を配筋してコンクリートを打設す
る。コンクリートが固化した状態で、第2押出成形板1
7はコンクリートと一体に固定され、スラブYの一部を
構成することになる。このようにすれば、スラブY用の
コンクリートの打設作業と同時に、手摺りフレーム2お
よび押出成形板10の施工は終了する。その他の構成に
ついては上記実施例と共通するので、共通の部材は同一
の符号を用いて図示し、説明を省略する。
Further, the second extruded plate 17 is used as a part of the mold, and a reinforcing bar is arranged in the mold to cast concrete. While the concrete is solidified, the second extruded plate 1
7 is fixed integrally with the concrete, and forms a part of the slab Y. By doing so, the construction of the handrail frame 2 and the extruded plate 10 is completed at the same time as the concrete placing work for the slab Y. Other configurations are the same as those of the above-described embodiment, and thus the common members are shown using the same reference numerals, and description thereof will be omitted.

【0033】以上、手摺り壁構造について二つの実施例
を挙げ、それぞれの実施例についての施工方法を説明し
たが、本発明の手摺り壁構造は次のように実施すること
ができる。
As mentioned above, the handrail wall structure has been described in connection with the two embodiments, and the construction method for each embodiment has been described. The handrail wall structure of the present invention can be implemented as follows.

【0034】(a) プレキャスト床版を使用し、工場で手
摺りフレーム2および押出成形板10をあらかじめ取り
付けておき、プレキャスト床版をスラブYに打ち込んで
コンクリートを打設することにより形成できる。これに
より、現場作業が省略化され施工期間が一層短縮され
る。
(A) By using a precast slab, the handrail frame 2 and the extruded plate 10 are attached in advance at a factory, and the precast slab is driven into a slab Y to cast concrete. Thereby, the on-site work is omitted and the construction period is further shortened.

【0035】(b) 押出成形板10の表面にコンクリート
壁材を吹き付け、仕上げ加工する。
(B) A concrete wall material is sprayed on the surface of the extruded plate 10 and finished.

【0036】(c) 押出成形板10に代えて強化ガラス板
を、手摺りフレーム2の一面に装着する。
(C) A tempered glass plate is mounted on one surface of the handrail frame 2 instead of the extruded plate 10.

【0037】(d) 上記したようにあらかじめ工場で、手
摺りフレーム2・押出成形板10(外壁板)および第2
押出成形板17を一体化するとともに、シーリング14
・14’の充填も終了した状態で現場へ搬送する。
(D) As described above, the handrail frame 2, the extruded plate 10 (outer wall plate) and the second
The extruded plate 17 is integrated and the sealing 14
・ Transport to the site after filling of 14 ′.

【0038】[0038]

【発明の効果】以上説明したことから明らかなように、
この発明にかかるバルコニー等の手摺り壁構造とその施
工方法には、下記のような優れた効果がある。
As is apparent from the above description,
The handrail wall structure such as a balcony and the construction method according to the present invention have the following excellent effects.

【0039】(1) 請求項1の発明では、バルコニー等の
駆体全体の軽量化が図れ、現場作業が大幅に簡略化さ
れ、作業期間を短縮化でき、しかも手摺り壁の構成部材
の工業化が容易でコストダウンが図れるうえに、外観は
従来のコンクリート手摺り壁と遜色がなく見栄えが良
い。また、手摺りフレームに隣接して設けられる手摺り
外壁部分を、鉄筋コンクリート系床版に立設した手摺り
フレームにプレキャスト外壁板を取り付けるだけで、簡
単に形成できるので、従来のように型枠を用いたり、配
筋したり、コンクリートを打設したりするなどの現場作
業を省略でき、短期間で手摺り壁を完成できる。さら
に、従来のコンクリート系手摺り壁構造に比べて、外壁
板の居室側(内側)に手摺りフレームが連続的に設けら
れているので、例えば洗濯物干しなどの各種金物を任意
の位置に簡単に取り付けることができ、便利である。
(1) According to the first aspect of the present invention, the weight of the entire vehicle body such as a balcony can be reduced, the on-site work can be greatly simplified, the work period can be shortened, and industrial components of the handrail wall can be industrialized. In addition to being easy to reduce costs, the appearance is as good as that of conventional concrete handrail walls. In addition, the handrail outer wall provided adjacent to the handrail frame can be easily formed simply by attaching the precast outer wall plate to the handrail frame erected on the reinforced concrete floor slab, so that the form On-site work such as using, arranging, and placing concrete can be omitted, and the handrail wall can be completed in a short time. Furthermore, as compared with the conventional concrete handrail wall structure, the handrail frame is continuously provided on the living room side (inside) of the outer wall plate, so that various hardware such as laundry clothes can be easily placed at any position. It can be attached and convenient.

【0040】(2) 請求項2の発明では、モルタル製など
の押出成形板を使用することにより、軽量で取り扱いが
容易になるうえに、従来のコンクリート系外壁に比べて
構造が簡単で大幅に軽く、鉄筋コンクリート系床版の支
持強度を軽減でき、バルコニー等の駆体の全体重量を軽
減できる。
(2) According to the second aspect of the present invention, by using an extruded plate made of mortar or the like, the structure is lightweight and easy to handle, and has a simple structure and a large structure as compared with a conventional concrete outer wall. It is light and can reduce the supporting strength of the reinforced concrete floor slab, and can reduce the overall weight of the vehicle such as a balcony.

【0041】(3) 請求項3の発明では、床版の先端垂直
壁をプレキャストの第2押出成形板で形成するので、第
2押出成形板を打込み型枠として使用することにより、
現場作業を簡略化できるとともに、仕上げ作業も容易に
なる。しかも仕上がりが良好で、手摺り外壁板の外観が
床版の先端垂直壁と共通なうえに、シーリングにより接
続されて一体感があるので、従来の現場打ちのコンクリ
ート系手摺り外壁とほぼ同様な仕上がりになる。
(3) According to the third aspect of the present invention, since the vertical wall at the tip end of the floor slab is formed by the precast second extruded plate, the second extruded plate is used as a punching mold.
The on-site work can be simplified and the finishing work can be facilitated. In addition, the finish is good and the appearance of the handrail outer wall plate is the same as the vertical wall at the tip of the floor slab, and it is connected by sealing to give a sense of unity, so it is almost the same as the conventional cast-in-place concrete handrail outer wall Finish.

【0042】(4) 請求項4および請求項5の発明では、
押出成形板を上下の取付金物で挟持して手摺りフレーム
の支柱に簡単に固設でき、しかも押出成形板の少なくと
も上面の中空部の孔は蓋板兼用取付金物で塞がれるの
で、雨水や塵芥等が中空部に浸入することがなく、体裁
もよい。
(4) According to the fourth and fifth aspects of the present invention,
The extruded plate can be easily fixed to the support of the handrail frame by sandwiching the extruded plate between the upper and lower mounting hardware, and at least the hole in the hollow portion on the upper surface of the extruded plate is closed by the lid plate / mounting hardware. The garbage and the like do not enter the hollow portion, and the appearance is good.

【0043】(5) 請求項6の発明では、工場等で外壁板
および第2押出成形板を手摺りフレームに一体化でき、
大量に生産することでコストダウンが図れるとともに、
取り扱いが容易で、現場で外壁板を取り付ける手間が省
け、作業性も向上する。
(5) According to the invention of claim 6, the outer wall plate and the second extruded plate can be integrated with the handrail frame at a factory or the like,
Cost reduction can be achieved by mass production,
It is easy to handle, eliminating the need to attach the outer wall panels on site and improving workability.

【0044】(6) 請求項7の発明では、コンクリート床
版の先端部に沿って手摺りフレームを立設した後に、手
摺りフレームに対して必要な長さのプレキャスト外壁板
を取り付けるので、手摺りフレームだけの部分と外壁板
の部分との割合を任意に設定できるとともに、外壁板の
位置も任意に設定でき、あらゆる種類の建物のスパン割
寸法に対しても、両者を交互にバランスよく配置でき
る。
(6) In the invention of claim 7, after the handrail frame is erected along the tip of the concrete floor slab, the necessary length of the precast outer wall plate is attached to the handrail frame. The ratio between the sliding frame only part and the outer wall panel can be set arbitrarily, and the position of the outer wall panel can also be set arbitrarily, and both are alternately and well-balanced for the span split dimensions of all types of buildings. it can.

【0045】(7) 請求項8の発明では、外壁板と第2押
出成形板と手摺りフレームとをあらかじめ工場等で取り
付けることになるので、プレキャスト製品の省力化およ
び工業化を有効に図れる。
(7) According to the eighth aspect of the present invention, since the outer wall plate, the second extruded plate, and the handrail frame are previously mounted in a factory or the like, labor saving and industrialization of the precast product can be effectively achieved.

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

【図1】本発明にかかるバルコニーの手摺り壁構造の実
施例を示す正面図である。
FIG. 1 is a front view showing an embodiment of a balcony handrail wall structure according to the present invention.

【図2】図1のII−II線拡大断面図である。FIG. 2 is an enlarged sectional view taken along line II-II of FIG.

【図3】手摺り壁構造の他の実施例を示す拡大断面図
で、図2に相当する図面である。
FIG. 3 is an enlarged sectional view showing another embodiment of the handrail wall structure, and is a drawing corresponding to FIG. 2;

【図4】施工途中の状態における手摺り壁の壁部分の実
施例を示す平面図である。
FIG. 4 is a plan view showing an example of a wall portion of a handrail wall in a state in the middle of construction.

【符号の説明】[Explanation of symbols]

1 手摺り壁 1a壁部分 2 手摺りフレーム 3 支柱 4 手摺りパイプ 6 取付金物 7 接続金具 8・8' 蓋板兼用取付金物 10 押出成形板 11 タイル 13・13' クッション材 14・14' シーリング 17 第2押出成形板 18 形枠板 Y スラブ(鉄筋コンクリート系床版) Y1先端部 Y2孔 Z 雨水受溝 DESCRIPTION OF SYMBOLS 1 Handrail wall 1a wall part 2 Handrail frame 3 Prop 4 Handrail pipe 6 Mounting hardware 7 Connecting metal fitting 8 ・ 8 ′ Cover plate / mounting hardware 10 Extruded plate 11 Tile 13.13 ′ Cushion material 14.14 ′ Sealing 17 Second extruded plate 18 Form plate Y Slab (reinforced concrete floor slab) Y1 tip Y2 hole Z Rainwater receiving groove

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 建物の垂直な外壁から外方へほぼ水平に
張り出して設けられるバルコニー等の鉄筋コンクリート
系床版の先端部に垂直に立設されるプレキャスト手摺り
フレームおよびプレキャスト外壁板を備えたバルコニー
の手摺り壁構造であって、 前記手摺りフレームの長手方向に間隔をあけて配設され
ている支柱の下端部を前記鉄筋コンクリート系床版の先
端部に沿って埋設・固定することにより、前記手摺りフ
レームを前記鉄筋コンクリート系床版の先端部に垂直に
立設し、 前記手摺りフレームの外面の適所に、前記外壁板を固設
したことを特徴とするバルコニー等の手摺り壁構造。
1. A balcony provided with a precast handrail frame and a precast outer wall plate which are erected vertically at the tip of a reinforced concrete floor slab such as a balcony provided substantially horizontally outward from a vertical outer wall of a building. The handrail wall structure, by embedding and fixing the lower end of the support pillars arranged at intervals in the longitudinal direction of the handrail frame along the tip of the reinforced concrete floor slab, A handrail wall structure for a balcony or the like, characterized in that a handrail frame is erected perpendicularly to the tip of the reinforced concrete floor slab, and the outer wall plate is fixed at an appropriate position on the outer surface of the handrail frame.
【請求項2】 前記外壁板が押出成形板である請求項1
記載のバルコニー等の手摺り壁構造。
2. The method according to claim 1, wherein said outer wall plate is an extruded plate.
Handrail wall structure such as the balcony described.
【請求項3】 前記鉄筋コンクリート系床版の先端垂直
壁を第2押出成形板で構成するとともに、第2押出成形
板および前記押出成形板の外面に共通のタイルを貼り付
け、前記押出成形板側タイルと前記第2押出成形板側タ
イルの隙間をシーリングした請求項2記載のバルコニー
等の手摺り壁構造。
3. The vertical wall at the tip end of the reinforced concrete floor slab is constituted by a second extruded plate, and a common tile is attached to an outer surface of the second extruded plate and the outer surface of the extruded plate. The handrail wall structure for a balcony or the like according to claim 2, wherein a gap between the tile and the second extruded plate side tile is sealed.
【請求項4】 前記支柱の下部に、前記押出成形板の垂
直方向に貫通する中空部に挿入可能な突起を備えた取付
金物を外向きに突設し、取付金物の突起を前記押出成形
板の中空部に嵌挿するとともに、前記押出成形板の中空
部に嵌挿可能な突起を備えた蓋板兼用取付金物を、その
突起を前記押出成形板の中空部に下向きに嵌挿し前記取
付金物とで前記押出成形板を挟持して前記支柱の上部に
取り付けた請求項2又は3記載のバルコニー等の手摺り
壁構造。
4. A mounting member having a projection which can be inserted into a hollow portion penetrating in a vertical direction of the extruded plate, is provided at a lower portion of the support column so as to protrude outward, and the protrusion of the mounting member is connected to the extruded plate. The fitting is also inserted into the hollow part of the extruded plate, and is also provided with a projection that can be inserted into the hollow part of the extruded plate. The handrail wall structure for a balcony or the like according to claim 2 or 3, wherein the extruded plate is sandwiched between and attached to an upper portion of the support.
【請求項5】 前記支柱の下部に、前記押出成形板の垂
直方向に貫通する中空部に挿入可能な突起を備えた取付
金物を外向きに突設し、取付金物の突起を前記押出成形
板の中空部に嵌挿するとともに、前記押出成形板の上端
部に嵌合可能な門形で内面にクッション材を装着した蓋
板兼用取付金物を、その凹所を前記押出成形板の上端部
に下向きに嵌着し前記取付金物とで前記押出成形板を挟
持して前記支柱の上部に取り付けた請求項2又は3記載
のバルコニー等の手摺り壁構造。
5. A mounting member having a projection which can be inserted into a hollow portion penetrating in a vertical direction of the extruded plate, is provided at a lower portion of the support column so as to protrude outward, and the protrusion of the mounting member is connected to the extruded plate. A fitting that is fitted into the hollow portion of the extruded plate and has a gate-shaped fitting with a cushioning material on the inner surface that can be fitted to the upper end of the extruded plate, and the recessed portion is provided at the upper end of the extruded plate. The handrail wall structure of a balcony or the like according to claim 2 or 3, wherein the extruded plate is sandwiched between the fittings downward, and the extruded plate is sandwiched between the fittings and attached to an upper portion of the support.
【請求項6】 前記外壁板および前記第2押出成形板を
あらかじめ前記手摺りフレームに一体化した請求項1〜
5のいずれかに記載のバルコニー等の手摺り壁構造。
6. The handrail frame according to claim 1, wherein the outer wall plate and the second extruded plate are integrated with the handrail frame in advance.
5. A handrail wall structure such as a balcony according to any one of 5.
【請求項7】 建物の垂直な外壁から外方へほぼ水平に
張り出して鉄筋コンクリート系床版を型枠等を用いて現
場打ちにより形設し、 前記鉄筋コンクリート製床版の先端部に沿って所定の間
隔をあけて複数の孔を穿設し、 プレキャスト手摺りフレームを、その長手方向に所定の
間隔で設けた支柱の下端部を前記各孔に挿入したのちモ
ルタル等を流し込んで埋設・固定することにより立設
し、 前記手摺りフレームの外面の適所に、プレキャスト外壁
板を取付金物を介して固設することを特徴とするバルコ
ニー等の手摺り壁の施工方法。
7. A reinforced concrete floor slab is formed by projecting from a vertical outer wall of a building outwardly and horizontally by using a formwork or the like, and a predetermined slab is formed along the tip of the reinforced concrete floor slab. A plurality of holes are drilled at intervals, and the precast handrail frame is embedded and fixed by pouring mortar or the like after inserting the lower ends of the columns provided at predetermined intervals in the longitudinal direction into the holes. A method for constructing a handrail wall for a balcony or the like, characterized in that a precast outer wall plate is fixed at an appropriate position on an outer surface of the handrail frame via a mounting hardware.
【請求項8】 前記外壁板および前記第2押出成形板
を、あらかじめ前記手摺りフレームに一体化した請求項
7記載のバルコニー等の手摺り壁の施工方法。
8. The method according to claim 7, wherein the outer wall plate and the second extruded plate are integrated with the handrail frame in advance.
JP7927597A 1997-03-31 1997-03-31 Handrail wall structure of balcony and construction method thereof Pending JPH10273928A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7927597A JPH10273928A (en) 1997-03-31 1997-03-31 Handrail wall structure of balcony and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7927597A JPH10273928A (en) 1997-03-31 1997-03-31 Handrail wall structure of balcony and construction method thereof

Publications (1)

Publication Number Publication Date
JPH10273928A true JPH10273928A (en) 1998-10-13

Family

ID=13685325

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7927597A Pending JPH10273928A (en) 1997-03-31 1997-03-31 Handrail wall structure of balcony and construction method thereof

Country Status (1)

Country Link
JP (1) JPH10273928A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100567381B1 (en) 2005-12-19 2006-04-03 (주)원양건축사사무소 Reinforce construction of side wall for building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100567381B1 (en) 2005-12-19 2006-04-03 (주)원양건축사사무소 Reinforce construction of side wall for building

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