JPS6225643A - Construction of outer wall, fence and room partition of building - Google Patents
Construction of outer wall, fence and room partition of buildingInfo
- Publication number
- JPS6225643A JPS6225643A JP16288085A JP16288085A JPS6225643A JP S6225643 A JPS6225643 A JP S6225643A JP 16288085 A JP16288085 A JP 16288085A JP 16288085 A JP16288085 A JP 16288085A JP S6225643 A JPS6225643 A JP S6225643A
- Authority
- JP
- Japan
- Prior art keywords
- rectangular frame
- groove
- building
- plate
- plates
- 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
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、建造物の外壁、塀、間仕切等の構築方法に関
する。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method for constructing outer walls, fences, partitions, etc. of buildings.
従来の技術
最近、工期の短縮、作業性の容易さ、防火性、耐水性等
の要求から、木造成いは鉄骨構造の建造物の外壁に軽量
コンクリート板(ALC)が多く用いられるようになっ
た。これらの軽量コンクリート板は従来子じめ軽量コン
クリート板製造工場において所定の寸法の長さ、幅、厚
さを有するように仕上げられており、この軽量コンクリ
ート板を建築現場に運搬し、これを建造物の柱体、基礎
枠材と梁材との間等に差し渡し固定した鉄骨枠に張り付
け、取付用〈ぎ、ドリルねじ等にて鉄骨枠に軽量コンク
リート板を固定して外壁、梁、間仕切等を形成していた
。Conventional technology Recently, lightweight concrete plates (ALC) have been increasingly used for the exterior walls of wooden or steel structures due to demands for shorter construction periods, easier workability, fire protection, water resistance, etc. Ta. These lightweight concrete plates are conventionally finished to have predetermined length, width, and thickness at a lightweight concrete plate manufacturing factory, and these lightweight concrete plates are transported to the construction site and used for construction. Attach to a fixed steel frame across the pillars of objects, between foundation frame materials and beam materials, and fix lightweight concrete plates to the steel frame with mounting bolts, drill screws, etc. for external walls, beams, partitions, etc. was forming.
発明が解決しようとする問題点
前記の如く、従来、木造成いは鉄骨構造の建造物にコン
クリート板を張り付けて外壁を構成する際、建造物の柱
体、基礎枠材、梁材等に格子状に鉄骨を溶接、ねじ締め
等により固定した後、コンクリート板の製造工場、貯蔵
倉庫等から個々のコ乞
ンクリート板例運搬車に積んで建築現場に運搬し、複数
の作業員が個々のコンクリート板の両端狭を抱えて取付
位置迄運搬して鉄骨に当て、更に他の作業員がコンクリ
ート板を柱体、格子状取付枠等にねじ、くぎ等で固定し
ていた。そのため外壁の張り付け作業に長時間を要し、
コンクリート板の段毎に足場を構築しなければならず、
隣合う各コンクリート板相互間の隙間への浸水防止目地
充填作業及び表面塗装作業を建築現場の高所で各コンク
リート板の単板毎に施こさ丘ければならず、長い工期と
多数の作業員と多額の建設費を必要とする欠点があった
。Problems to be Solved by the Invention As mentioned above, conventionally, when constructing the outer wall of a wooden or steel structure building by attaching concrete plates, latticework was applied to the pillars, foundation frames, beams, etc. of the building. After fixing the steel frames by welding, screwing, etc., the concrete plates are loaded onto individual concrete plate transport vehicles from concrete plate manufacturing factories, storage warehouses, etc., and transported to the construction site, where multiple workers remove the individual concrete plates. The concrete plates were held at both ends and transported to the installation location and placed against the steel frame, and then other workers fixed the concrete plates to columns, lattice-shaped mounting frames, etc. with screws, nails, etc. Therefore, it takes a long time to attach the outer wall,
Scaffolding had to be constructed for each level of concrete slabs.
Filling the gaps between adjacent concrete plates to prevent water intrusion and surface painting had to be carried out on each concrete plate at a high place on the construction site, requiring a long construction period and a large number of workers. The disadvantage was that it required a large amount of construction cost.
問題点を解決するための手段
本発明は前記の問題点を解決するために、新都重工住宅
の軽量コンクリートパネル(ALC)外壁構築方法とし
て両側に側板の開口部を対向させて配置した2本の一方
のみぞ形鋼の側板の内側に、対向する側板の両端狭の外
径を前記一方のみぞ形鋼の側板の内径よりも小さく成形
した2本の他方のみぞ形鋼の該両端狭さく部を嵌め込ん
で四角形となし、この嵌め込み重合した2重層の側板部
分をスポット溶接して四角形枠を構成する工程と、前記
四角形枠の正面にコンクリート板を並べて載せコンクリ
ート板上よりコンクリート板と四角形枠の側板とにくぎ
を打込み又はねじをねじ付け貫通して四角形枠とコンク
リート板とを固定する工程と、建造物の柱、基礎枠材、
梁材等に外壁取付用のL形取付部材の底辺を固定し、該
L形取付部材の立上り辺に前記コンクリート板を張り付
けた四角形枠の側板をボールドナツトにて取付ける工程
とにより従来の問題点を解決したものである。Means for Solving the Problems In order to solve the above-mentioned problems, the present invention provides a method for constructing an exterior wall of a Shinto Heavy Industries housing using two lightweight concrete panels (ALC) arranged with side panel openings facing each other on both sides. The narrowed portions at both ends of the two groove shaped steels are formed inside the side plates of one of the groove shaped steels, and the outer diameter of the opposing side plates is smaller than the inner diameter of the side plate of the one groove shaped steel. A process of fitting the two layers into a rectangular shape, and spot welding the side plate parts of the double layers that have been fitted and superimposed to form a rectangular frame, and placing concrete plates side by side in front of the rectangular frame, and then inserting the concrete plate and the rectangular frame from above the concrete plate. The process of fixing the rectangular frame and the concrete plate by driving nails or screwing through the side plates of the building, the pillars of the building, the foundation frame material,
The problem with the conventional method is that the bottom side of an L-shaped mounting member for external wall mounting is fixed to a beam material, etc., and the side plate of the rectangular frame with the concrete plate attached to the rising side of the L-shaped mounting member is attached with a bolt nut. This is the solution.
作 用
本発明は前記した如く、小口断面が等しい寸法のみぞ形
鋼を用い、対向させた一方の2本のみぞ形鋼の開口端部
内側に、それぞれみぞ形鋼の側板の端部外径を一方のみ
ぞ形鋼の開口部内径よりも小さく成形した他方の2本の
みぞ形鋼の端部を90゜に交叉して嵌め込みその2重層
部を溶接して四角形枠を形成し、必要により対向させた
2本の方のみぞ形鋼の内側に間柱状に他方のみぞ形鋼と
方向を同じくしてその両端狭を嵌め込んだ2重層部分を
溶接したから四角形枠の表面全体は均一な平面を形成す
ることとなり、四角形枠の表面にコンクリート板を並べ
た場合、みそ形鋼と各コンクリート板表面との間に隙間
ができず接着され均一な平面を構成する。そして四角形
枠が柱と柱の間の空間部及び梁材と基礎枠体との間の空
間部をふさぐように嵌め込み、柱体、梁材及び基礎枠材
に一方の辺を取付けたL形取付部材の他方の辺に前記四
角形枠の側板をねじにて取付けて建造物の外壁の張り付
け作業を短期間内に完了することができる。Function: As described above, the present invention uses groove sections having the same size in cross section, and inserts the outer diameter of the end of the side plate of the groove section inside the open end of one of the two opposing groove sections. The ends of the other two groove sections formed to be smaller than the inner diameter of the opening of one groove section are fitted at 90 degrees, and the double layer is welded to form a rectangular frame. Since we welded a double-layered part on the inside of the two opposed groove sections in the same direction as the other groove section and fitted with the narrow ends of the other groove sections, the entire surface of the rectangular frame is uniform. When concrete plates are lined up on the surface of a rectangular frame, there will be no gap between the miso shaped steel and the surface of each concrete plate, and they will be glued together to form a uniform plane. Then, the rectangular frame is fitted so as to close the space between the columns and the space between the beam and the foundation frame, and one side is attached to the column, the beam, and the foundation frame for L-shaped installation. By attaching the side plate of the rectangular frame to the other side of the member with screws, the work of attaching the outer wall of the building can be completed within a short period of time.
また、予じめ四角形枠に取付けたコンクリート板の間の
隙間に漏水止剤を充填しコンクリート板の表面に塗料を
塗布して置くことができる。Furthermore, it is possible to fill the gap between the concrete plates attached to the rectangular frame in advance with a water leakage preventive agent and apply paint to the surface of the concrete plates.
実施例
本発明の実施例を図面について説明する。第1図、第2
図A、B1第3図A、B及び第4図について1,1は四
角形枠Fの2本の一方のみぞ形鋼、ぞ形鋼1の側板1a
と1bは平行しており側板1aと1bの間隔は全長にわ
たり均一である。他方の各みそ形鋼2の側板2aと2b
の外径は、一方のみぞ形鋼1の側板1aと1bの外径と
等しいが、イ也
す方のみぞ形鋼lの両端狭における側板2cと2dはそ
の外側をプレス加工して側板2aと2bの外径りよりも
小さく狭さく形成される。この部分を狭さ&とする。2
本の一方のみぞ形鋼1と1の長手方向の両端狭たおいて
その側板1aと2bの間に一方のみぞ形鋼lの長手方向
と900の角度に長手方向を位置して2本のみぞ形鋼2
と2の狭さく部tをそれぞれ嵌め込み、この嵌め込だ2
重層壁部分をスポット溶接により溶接して一体となった
4本のみぞ形鋼により四角形枠Fを構成する。従って一
方のみぞ形鋼lと他方のみぞ形鋼2の側板の表面は形の
大小に拘わらず同一平面を形成する。2A、2B 、2
C・−・・・・は前記みぞ形鋼2と同一大きさのみぞ形
鋼であり、所要の間隔を存して平行し両側板を前記みぞ
形鋼2の両側板と同じ方向に向けてそれぞれの両端狭を
一方のみぞ形鋼1と1の開口部に嵌め込み溶接する。一
方のみぞ形鋼lと他方のみぞ形鋼2にあけた穴に施工の
際クレーンにて吊り下げるためのアイボルトlOのねじ
部を挿入しナラ)4て取り付けるこのアイポル)10は
壁の張り付け作業が終れば四角形枠Fより取り外す。又
、一方のみぞ形鋼1と他方のみぞ形鋼2に後記する建造
物の基礎枠材と梁材、又は柱体と柱体に取り付けたL形
成付金具30にねじ止めするための穴15と16をそれ
ぞれあけである。Embodiments An embodiment of the present invention will be described with reference to the drawings. Figures 1 and 2
Figure A, B1 Figure 3 A, B and Figure 4 1, 1 is one groove section steel of the square frame F, side plate 1a of groove section steel 1
and 1b are parallel, and the distance between the side plates 1a and 1b is uniform over the entire length. Side plates 2a and 2b of the other miso shaped steel 2
The outer diameter of the groove section steel 1 is equal to the outer diameter of the side plates 1a and 1b of the groove section steel 1, but the side plates 2c and 2d at both narrow ends of the groove section steel 1 on the other side are pressed on the outside to form the side plates 2a. and 2b. This part is defined as narrowness &. 2
Two groove-shaped steels 1 and 1 are placed at an angle of 900 degrees with the longitudinal direction of one of the groove-shaped steels 1 between the side plates 1a and 2b. Groove steel 2
Fit the narrow parts t of 2 and 2, and this fitting
A rectangular frame F is constituted by four groove-shaped steel pieces that are integrally welded by spot welding the layered wall portions. Therefore, the surfaces of the side plates of the groove shaped steel 1 on one side and the groove shaped steel 2 on the other side form the same plane regardless of the size of the shape. 2A, 2B, 2
C... is a groove shaped steel having the same size as the groove shaped steel 2, and is parallel to the groove shaped steel 2 with a required interval, with both side plates facing the same direction as both side plates of the groove shaped steel 2. The narrow ends of each are fitted into the openings of one groove section steel 1 and 1 and welded. Insert the threaded part of the eye bolt lO for hanging with a crane during construction into the hole drilled in the groove section steel 1 on one side and the groove section steel 2 on the other side, and attach it with the screw 4).10 is the work of attaching the wall. Once completed, remove it from the rectangular frame F. In addition, holes 15 for screwing to the foundation frame material and beam material of the building to be described later, or to the L-shaped fittings 30 attached to the column bodies, are provided in the groove section steel 1 on one side and the groove section steel 2 on the other side. and 16 respectively.
第5図は他方のみぞ形鋼2の底板3の適宜の位置にスポ
ット溶接によυコ字形駒4の底板4aを溶接した構造を
示すもので、このコ字形駒4に他方のみぞ形鋼2の端部
の狭さく部分を嵌め込み溶接して建造物忙出窓サツシ、
廂等を取り付けるのに便ならしむ。第4図Bは出窓取付
用開口部6を設けた場合の四角形枠を示す。第6図は他
方のみぞ形鋼2の背面の一側にポリウレタンの如きスポ
ンジ帯柘5を張り付けた状態を示す。このスポンジ帯′
w!5は一方の四角形枠Fの他方のみぞ形鋼2の背部を
他の四角形枠Fの他方のみぞ形鋼2の背部に接合して外
壁を構成した場合、両みそ形鋼2と2の間の隙間を一定
の間隔に保持し且つこれらの両みそ形鋼2と2の隙間に
漏水防止剤を充填した時、その流れ止め作用を行う。Fig. 5 shows a structure in which the bottom plate 4a of the U-shaped piece 4 is welded to an appropriate position of the bottom plate 3 of the other groove shaped steel 2 by spot welding, and this U-shaped piece 4 is attached to the other groove shaped steel. Insert and weld the narrowed part at the end of 2 to create a building bay window.
It is useful for attaching the wings etc. FIG. 4B shows a rectangular frame in which an opening 6 for attaching a bay window is provided. FIG. 6 shows a state in which a sponge strip 5 such as polyurethane is pasted on one side of the back surface of the other groove shaped steel 2. This sponge band'
Lol! 5 is between both groove sections 2 and 2 when the outer wall is constructed by joining the back of the other groove section 2 of one square frame F to the back of the other groove section 2 of the other rectangular frame F. When the gap is maintained at a constant interval and the gap between the two miso shaped steels 2 is filled with a water leakage preventive agent, the water flow is stopped.
第7図は、四角形枠Fの表面に厚さ50mの軽量コンク
リート板(ALC)Pを並べて張り合わせて建造物の外
壁Wを構成した状態の平面図である。前記した如く、一
方のみぞ形鋼1と他方のみぞ形鋼2とを組み合わせその
2重層部を溶接した四角形枠lの表側に厚さ50mmの
軽量コンクIJ−ト板(ALC)Pを張り合わせ、軽量
コンクリート板(AL、C)Pの上からセレフタッピン
ねじ、ドリルねじ等の固着部材を差し込み穴をあけ続い
て四角形枠Fのみぞ形鋼にねじ付けてitコンクリート
板(ALC)Pを四角形枠Fの表側に張り付ける。そし
て張り付けた隣り合う軽量コンクリート板(ALC)P
の隙間に目地を塗り込め表面に防水塗料を塗布して外壁
Wを製造する。FIG. 7 is a plan view of a structure in which lightweight concrete plates (ALC) P having a thickness of 50 m are laminated side by side on the surface of a rectangular frame F to form an outer wall W of a building. As mentioned above, a lightweight concrete IJ-board (ALC) P with a thickness of 50 mm is pasted on the front side of a rectangular frame l in which the groove shaped steel 1 on one side and the groove shaped steel 2 on the other side are welded together, Insert fixing members such as self-tapping screws and drill screws from above the lightweight concrete plate (AL, C) P, drill holes, and then screw it to the groove steel of the square frame F to attach the IT concrete plate (ALC) P to the square frame F. Paste it on the front side. And attached adjacent lightweight concrete plates (ALC) P
The outer wall W is manufactured by filling in the gaps between the walls and applying waterproof paint to the surface.
第8図は、四角形枠Fの表側に軽量コンクリート板(A
LC)Pを張り合わせた壁体Wを鉄骨造り建造物Hの基
礎枠材20に取り付けた状態の平面図、第9図A、B、
Cは外壁Wを梁材、柱体、基礎枠材等に取り付けるため
のL形成付金具である。即ち建造物Hの柱体21と22
.22と23.23と24.24と21のそれぞれの間
の基礎枠する。この際柱体21の基板21aの外側面は
柱体21の外側面よりも30m程度突出しているから、
L形取付部材30の立上り辺の外側面を柱体21の外側
面よりも30m程度突出させた位置で基礎枠材20にね
じ40にて固定する。これらのL形取付部材30の立上
り辺32の外側面に四角33の上部左右のねじ穴33と
四角形枠Fの他方の下方のみぞ形@2VCあけたねじ穴
2eとにねじ41をそれぞれ挿通してL形取付部材30
と四角形枠Fとを固定して外壁Wを柱体間に張り付ける
。Figure 8 shows a lightweight concrete plate (A
LC) A plan view of the wall W on which P is attached to the foundation frame material 20 of the steel-framed building H, Figures 9A and B.
C is an L-shaped fitting for attaching the outer wall W to a beam, a column, a foundation frame, etc. That is, columns 21 and 22 of building H
.. 22 and 23. The base frame is between 23 and 24. 24 and 21, respectively. At this time, since the outer surface of the substrate 21a of the columnar body 21 protrudes about 30 m from the outer surface of the columnar body 21,
The outer surface of the rising side of the L-shaped mounting member 30 is fixed to the base frame material 20 with screws 40 at a position that projects about 30 m from the outer surface of the column 21. Insert the screws 41 into the screw holes 33 on the upper left and right sides of the square 33 on the outer surface of the rising side 32 of these L-shaped mounting members 30 and the screw holes 2e drilled in the groove shape @2VC below the other side of the square frame F. L-shaped mounting member 30
and the rectangular frame F are fixed, and the outer wall W is pasted between the columns.
又、四角形枠Fの他方の上方のみぞ形鋼2にあけたねじ
穴2eと梁材に取付けたL形取付部材30の立上り辺の
下部左右の縦長ねじ穴33とにねじ41をそれぞれ挿通
して基礎枠材と梁材との間に外壁Wを張り付ける。第9
図Bは、壁体Wを上下に並べて梁材と基礎枠材20に取
り付けるために立上り辺にあけた横長のねじ穴331を
あけたL形取付部材30’を示す。Also, insert the screws 41 into the screw holes 2e drilled in the other upper groove shaped steel 2 of the rectangular frame F and into the vertically long screw holes 33 on the left and right sides of the lower part of the rising side of the L-shaped mounting member 30 attached to the beam material. Attach the outer wall W between the foundation frame material and the beam material. 9th
FIG. B shows an L-shaped mounting member 30' having a horizontally long screw hole 331 drilled in the rising side in order to attach the wall bodies W to the beam material and the foundation frame material 20 by arranging them vertically.
発明の効果
本発明は、前記した如く、両側に側板の開口部を対向さ
せて配置した2本の一方のみぞ形鋼の側板の内側に、対
向する側板の両端狭間の外径を前記一方のみぞ形鋼の側
板間の内径よりも小さく成形した2本の他方のみぞ形鋼
の該両端狭さく部を嵌め込み四角形となし、この嵌め込
み2重の側板部分を溶接して四角形枠を構成したから、
この四角形枠の表側の軽量コンクリート板(ALC)張
付面は均一な平面状となり、軽址コンクリート板(AL
C)を接着剤を介し又は介さずして接合したとき、四角
形枠より軽量コンクリート板(ALC)がみそ形鋼の表
面より部分的に浮上ることがない。又、前記四角形枠の
正面に軽量コンクリート板を並べて載せ軽量コンクリー
ト板上より軽量コンクリート板と四角形枠の側板に固着
部材を貫通固着したから、これらの作業をパネル工場内
にて行ない、出来上った外壁を運搬車に積んで建造物建
設現場に運搬し取り付けるだけだから取付作業が簡単で
あり、建造物の柱材と柱材、基礎枠材と梁材との対向部
材にL形取付部材の底辺を固定し該り形取付部材の立上
り辺に前記軽量コンクリート板を張り付けた四角形枠の
側板をねじ付けたから、連条現場の組立作業時間が従来
05分の工程度で足り、足場造りが簡単となり、作業人
員と建設費を大幅に削減することができる等の効果があ
る。Effects of the Invention As described above, the present invention provides that, on the inside of the side plate of one of the two groove shaped steels, which are arranged with the openings of the side plates facing each other on both sides, the outer diameter between the two ends of the opposing side plate is set to the inner side of the side plate. Since the narrowed portions at both ends of the two other groove shaped steels, which are formed to be smaller than the inner diameter between the side plates of the groove shaped steel, are fitted to form a square, and the fitted double side plate portions are welded to form a square frame,
The surface to which the lightweight concrete board (ALC) is attached on the front side of this rectangular frame has a uniform planar shape.
When C) is joined with or without an adhesive, the lightweight concrete plate (ALC) does not partially float above the surface of the miso section from the rectangular frame. In addition, the lightweight concrete plates were lined up in front of the rectangular frame, and the fixing members were penetrated and fixed to the lightweight concrete plates and the side plates of the rectangular frame from above the lightweight concrete plates.These operations were carried out in the panel factory, and the finished product was completed. The installation work is easy because all you have to do is load the exterior wall onto a truck, transport it to the building construction site, and install it. Since the bottom side is fixed and the side plate of the rectangular frame with the lightweight concrete plate pasted is screwed to the rising side of the rectangular mounting member, the assembling time at the site is reduced to 0.5 minutes, making it easy to construct the scaffolding. This has the effect of significantly reducing the number of workers and construction costs.
第1図は、一部を切欠した四角形枠の拡大斜視図、第2
図人及びBは、一部を切欠した一方のみぞ形鋼の斜視図
及び裏面図、第3図人及びBは、一部を切欠した他方の
みぞ形鋼の斜視図及び裏面図、第4図人は、四角形枠の
正面図、第4図Bは、四角形枠の他側の正面図、第5図
は、他方のみぞ形鋼の底板の正面に窓枠取付用コ字形駒
の底板を溶接した他方のみぞ形鋼の一部の拡大斜視図、
第6図は、他方のみぞ形鋼の底板にスポンジ帯材を張り
付けた状態の一部の拡大斜視図、第7図は建造物の外壁
を構成した本発明の工程を示す平面図、第8図は、建造
物の梁材及び基礎枠材に外壁を取り付けた状態の平面図
、第9図A、B、J’は、L形取付部材を示すもので、
その人は縦方向に外壁をつなぐ場合のL形取付部材の斜
視図、そのBは横方向に外壁をつなぐ場合の取付部材の
斜視図、第10図はパネルの一部の拡大斜視図である。
1 : 一方のみぞ形鋼
2 : 他方のみぞ形鋼
F : 四角形枠
P : 軽量コンクリート板(A L C)W:外壁
第2図人
第2図B
第3図A
第3図B
第4 図A
第5図
第9 図A
第9図BFigure 1 is an enlarged perspective view of a rectangular frame with a part cut away;
Figure 3 and B are a perspective view and back view of one groove section steel with a part cut away, Figure 3 and B are a perspective view and back view of the other groove section steel with a part cut away, and Figure 4. Figure 4B is a front view of the square frame, Figure 4B is a front view of the other side of the square frame, and Figure 5 is a bottom plate of a U-shaped piece for mounting a window frame welded to the front of the bottom plate of the other channel steel. An enlarged perspective view of a part of the other groove section steel,
Fig. 6 is an enlarged perspective view of a part of the bottom plate of the other groove section steel with the sponge strip attached to it, Fig. 7 is a plan view showing the process of the present invention for constructing the outer wall of a building, and Fig. 8 The figure is a plan view of the external wall attached to the beam and foundation frame of the building, and Figure 9 A, B, and J' show L-shaped mounting members.
Figure 10 is a perspective view of an L-shaped mounting member when connecting external walls in the vertical direction, B is a perspective view of the mounting member when connecting external walls in the horizontal direction, and Figure 10 is an enlarged perspective view of a part of the panel. . 1: Groove shape steel on one side 2: Groove shape steel on the other side F: Rectangular frame P: Lightweight concrete plate (ALC) W: External wall Figure 2 Figure 2B Figure 3A Figure 3B Figure 4 A Figure 5 Figure 9 A Figure 9 B
Claims (1)
みぞ形鋼の側板の内側に、対向する側板の両端部間の外
径を前記一方のみぞ形鋼の側板間の内径よりも小さく成
形した2本の他方のみぞ形鋼の該両端狭さく部を嵌め込
み四角形となし、この嵌め込み2重の側板部分を溶接し
て四角形枠を構成する工程と、この四角形枠の正面にコ
ンクリート板を並べて載せコンクリート板上よりコンク
リート板と四角形枠の側板にドリルねじ、タツピンねじ
等の固着部材をねじ付け貫通して四角形枠とコンクリー
ト板とを固定する工程と、建造物の柱体、基礎枠材、梁
材等に外壁取付用のL形取付部材の底辺を固定し、該L
形取付部材の立上り辺に前記コンクリート板を張り付け
た四角形枠の側板をねじにて取付ける工程とよりなるこ
とを特徴とする建造物の外壁、塀、間仕切等の構築方法
。On the inside of the side plates of one of the two groove sections, which are arranged with the openings of the side plates facing each other on both sides, the outer diameter between the opposite ends of the opposing side plates is larger than the inner diameter between the side plates of the one groove section. A process of fitting the narrowed portions at both ends of the other two groove shaped steels into a rectangular shape, welding the fitted double side plate parts to form a rectangular frame, and placing a concrete plate in front of the rectangular frame. The process of fixing the rectangular frame and the concrete plate by screwing fixing members such as drill screws and tatupin screws through the concrete plate and the side plate of the rectangular frame from above the concrete plates, and the pillars and foundation frame materials of the building. , fix the bottom of the L-shaped mounting member for external wall mounting to a beam, etc., and
A method for constructing an outer wall, fence, partition, etc. of a building, comprising the step of attaching, with screws, a side plate of a rectangular frame to which the concrete plate is attached to the rising edge of a shaped mounting member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16288085A JPS6225643A (en) | 1985-07-25 | 1985-07-25 | Construction of outer wall, fence and room partition of building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16288085A JPS6225643A (en) | 1985-07-25 | 1985-07-25 | Construction of outer wall, fence and room partition of building |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6225643A true JPS6225643A (en) | 1987-02-03 |
Family
ID=15763016
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16288085A Pending JPS6225643A (en) | 1985-07-25 | 1985-07-25 | Construction of outer wall, fence and room partition of building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6225643A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05156728A (en) * | 1991-12-11 | 1993-06-22 | Kanawa Kogyo:Kk | Mounting construction of wall |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS538423U (en) * | 1976-07-07 | 1978-01-24 | ||
JPS5326420A (en) * | 1976-08-23 | 1978-03-11 | Hiroshi Takahashi | Method of construction of wall surface for wooden residence |
JPS5941259U (en) * | 1982-09-10 | 1984-03-16 | ライオン株式会社 | Variable fixed amount dispensing container |
-
1985
- 1985-07-25 JP JP16288085A patent/JPS6225643A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS538423U (en) * | 1976-07-07 | 1978-01-24 | ||
JPS5326420A (en) * | 1976-08-23 | 1978-03-11 | Hiroshi Takahashi | Method of construction of wall surface for wooden residence |
JPS5941259U (en) * | 1982-09-10 | 1984-03-16 | ライオン株式会社 | Variable fixed amount dispensing container |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05156728A (en) * | 1991-12-11 | 1993-06-22 | Kanawa Kogyo:Kk | Mounting construction of wall |
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