JPH0544277A - Prefabricated siding method - Google Patents

Prefabricated siding method

Info

Publication number
JPH0544277A
JPH0544277A JP22842191A JP22842191A JPH0544277A JP H0544277 A JPH0544277 A JP H0544277A JP 22842191 A JP22842191 A JP 22842191A JP 22842191 A JP22842191 A JP 22842191A JP H0544277 A JPH0544277 A JP H0544277A
Authority
JP
Japan
Prior art keywords
siding
sides
steel frame
corrugated
prefabricated
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
JP22842191A
Other languages
Japanese (ja)
Inventor
Seigo Morio
省悟 森尾
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP22842191A priority Critical patent/JPH0544277A/en
Publication of JPH0544277A publication Critical patent/JPH0544277A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)

Abstract

PURPOSE:To enable the execution of sidings from any intermediate position without limiting the execution to one way and, at the sane time, to make it possible to reduce greatly a construction period. CONSTITUTION:End valleys 3b of corrugated plates 3 are laid along both sides of a structural steel frame 2 to mount the corrugated plates 3, and prefabricated sidings 1 are mounted to a wall ground 6 of the skeleton at a specific space (s) between connection sections 4 of the sidings on both sides. Back battens 7 are inserted into the rear sides on the end valleys 3b of the corrugated plates 3 of the slidings 1 on both sides. The upper surfaces of the end valleys 3b of the corrugated plates 3 of the slidings on both sides are coated with a holding hardware 9 through a waterproof sealant 8, and a through-bolt passes through the back battens 7 from the upper surface of the holding hardware 9 through a waterproof sealant 10 to fasten it to the rear side of the structural steel frame 2 with a through-nut 14. The sidings of external wall can be constructed by those stages of work.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、サイディングの施工を
一方向からの取付けに限定されず、外壁工事の任意の中
間位置からでもサイディングの施工が可能であると共
に、大幅な工期の短縮が実現できるプレハブ化サイディ
ング工法に関するものである。
[Field of Industrial Application] The present invention is not limited to the installation of siding from one direction, and the siding can be installed from any intermediate position of the outer wall construction, and the construction period can be greatly shortened. It relates to a prefabricated siding method that can be performed.

【0002】[0002]

【従来の技術】従来知られている鉄骨枠に波板を取付け
たサイディングの接続は、図9に示すように、サイディ
ングa1、a2の波板b1、b2の端部谷面c1、c2を鉄骨
枠d1、d2の側辺e1、e2から延出させ、接続する両側
サイディングa1、a2の波板b1、b2の上記延出する両
谷面c1、c2を重ね合わせ、この上面にシーリング材f
とワッシャgを入れて、通しボルトhを上記重ね部から
鉄骨枠d1、d2の側辺部e1、e2の間隙を通して鉄骨枠
1、d2の裏面側でナット止めし、波板b1、b2の継目
を抑えると共に防水シールする方法が一般に行われてい
る。しかしながらこの接続方法によると、先付けしたサ
イディングa1の波板b1の延出部に次のサイディングa
2の波板b2の延出部を順次重ね継ぎしてボルトhで止付
けていくため、施工が矢印で示す一方向に限定され、例
えば工事の都合で外壁工事の中間位置からサイディング
2の施工を始め、最後に欠落したサイディングを嵌込
んで連続した外壁を完成させる等の融通がきかない、と
いう問題があった。
2. Description of the Related Art Conventionally known sidings having corrugated plates attached to a steel frame are connected to the sidings a 1 and a 2 by corrugated plates b 1 and b 2 at the end valleys c as shown in FIG. 1, the c 2 by extending from the side edges e 1, e 2 of the steel frame d 1, d 2, and out the extension of the corrugated sheet b 1, b 2 on both sides siding a 1, a 2 to connect Ryotanimen c 1 and c 2 are overlapped, and the sealing material f is placed on top of this.
And put the washer g, the through-bolts h and locknut on the back side of the steel frame d 1, d 2 through the gap of the side portions e 1, e 2 of the steel frame d 1, d 2 from the overlapped portion, the wave A method of suppressing the joint between the plates b 1 and b 2 and performing waterproof sealing is generally performed. However, according to this connection method, the next siding a is attached to the extension of the corrugated plate b 1 of the siding a 1 previously attached.
Since the extended portions of the corrugated plate b 2 of 2 are successively spliced and fastened with the bolts h, the construction is limited to one direction indicated by the arrow. For example, for convenience of construction, siding a 2 from the intermediate position of the outer wall construction. There was a problem that it was not flexible such as starting the construction of No. 1 and finally fitting the missing siding to complete a continuous outer wall.

【0003】[0003]

【本発明が解決しようとする課題】本発明は上記従来の
問題に鑑み、これを改善することを課題としてなされた
ものであって、サイディングの施工取付けが一方向に限
定されず、任意の中間位置からでも施工が可能になると
共に、大幅な工期の短縮が実現できるプレハブ化サイデ
ィング工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-mentioned conventional problems, and an object of the present invention is to improve the problems. The construction and mounting of siding is not limited to one direction, and an arbitrary intermediate position can be obtained. The purpose of the present invention is to provide a prefabricated siding method that enables construction to be performed from a position and can significantly shorten the construction period.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
本発明は、鉄骨を所定寸法の枠状に組み、該鉄骨枠の両
側辺に波板の端部谷面を沿わせて鉄骨枠面に波板を取付
けてプレハブ化形成したサイディングを外壁施工位置に
吊込み、両側のサイディングの接続部間に所定の間隙を
配して躯体の壁下地に取付ける工程と、上記サイディン
グの各接続部の間隙に、長手方向両辺を波板の谷傾斜角
にほぼ等しい角度で折曲げ、両折曲げ部の中間平面部に
長手方向の凸字状突起を形成した敷目板の凸字状突起を
両側の波板の端部谷面間の間隙に突出させ、両側の折曲
げ部を両側の波板の谷傾斜部の裏側に当てて挿入する工
程と、敷目板の凸字状突起両側の波板の端部谷面の上面
に防水シール材を挾んで凸字状突起にリップ付き溝型の
抑え金物を被せ、該抑え金物上面から敷目板の凸字状突
起に通しボルトを挿通し、両側のサイディングの接続部
間の間隙を通し鉄骨枠の裏面側でナット止めする工程に
よって外壁サイディングを施工していくプレハブ化サイ
ディング工法を特徴としている。
In order to achieve the above object, the present invention relates to a steel frame frame in which a steel frame is assembled into a frame having a predetermined size, and the end valleys of the corrugated sheet are arranged along both sides of the steel frame. Attach the corrugated sheet to the prefabricated siding and hang it at the outer wall construction position, install a predetermined gap between the connecting parts of the siding on both sides and attach it to the wall base of the skeleton, and In the gap, bend both sides in the longitudinal direction at an angle approximately equal to the valley inclination angle of the corrugated plate, and form convex protrusions in the longitudinal direction on the intermediate plane part of both bent parts. Of the corrugated sheet, projecting into the gap between the troughs of the corrugated sheet, and inserting the bent sections on both sides against the back side of the valley slope section of the corrugated sheet on both sides; Put a waterproof sealing material on the upper surface of the valley at the end of the plate and cover the convex protrusion with a groove type metal fitting with a lip, A prefabricated structure in which the outer wall siding is constructed by inserting through bolts from the top surface of the retainer into the convex protrusions on the mattress plate and passing through the gap between the connection parts of the siding on both sides and fixing the nuts on the back side of the steel frame. It features a siding method.

【0005】[0005]

【作用】叙上のごとく、サイディングを所定寸法でプレ
ハブ化するため、現場貼りするサイディングに比べて均
一で精度の良いサイディングが得られると共に、現場施
工も能率よく行うことができる。また、両側のサイディ
ングの接続は、鉄骨枠の側辺から延出した波板の端部谷
面の重ね合わせでなく、鉄骨枠の側辺に沿った両側の波
板の端部谷面を敷目板とリップ付き溝型の抑え金物で挾
んでボルト止めするものであるから、施工も一方向から
順次取付けていく必要はなく、例えば施工の都合で外壁
工事の中間位置からサイディングの取付けを始め、最後
に欠落したサイディングを嵌込んで連続した外壁を完成
させる等、融通のきく工法が可能になる。
As described above, since the siding is prefabricated with a predetermined size as described above, more uniform and accurate siding can be obtained as compared with siding that is pasted on site, and on-site construction can be performed efficiently. Also, connect the siding on both sides by laying the end troughs of both corrugated plates along the side edges of the steel frame instead of overlapping the end troughs of the corrugated sheet extending from the side edges of the steel frame. Since it is sandwiched with bolts and grooved metal fittings with eye plate and lip, it is not necessary to install sequentially from one direction for construction, for example, installation of siding starts from the middle position of outer wall construction for convenience of construction. Finally, a flexible construction method is possible, such as inserting the last missing siding to complete a continuous outer wall.

【0006】[0006]

【実施例】以下本発明を図示の一実施例に基いて詳細に
説明する。本発明に係るサイディング1は図1に示すよ
うに、方形に組んだ溝型鋼の縦鉄骨2a、横鉄骨2bの
内側に複数のL型鋼の横桟2cを渡して形成した鉄骨枠
2面に、鉄骨枠2の縦方向に波板3の山3a方向を向け
て取付けたもので、波板3の長手両側の端部谷面3bは
鉄骨枠2の長手両側の縦鉄骨2aの側辺、即ち該サイデ
ィング1の接続部4に沿い、これより延出していない。
また、鉄骨枠2の下辺の横鉄骨2bは波板3の下辺より
若干延出させてある。上記サイディング1は、予め工場
でプレハブ化製作されて現場に運搬される。このためプ
レハブ化するサイディング1の一枚のサイズは、大型ト
レーラーの最大積荷容積、長さ11m×幅2.4m×高
さ3m、に納まる最大寸法に合わせて、長さ11m、幅
3mにするのが有効である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to an embodiment shown in the drawings. As shown in FIG. 1, the siding 1 according to the present invention has a steel frame 2 surface formed by passing a plurality of L-shaped steel crosspieces 2c inside a vertical steel frame 2a and a horizontal steel frame 2b of a square-shaped grooved steel, The corrugated plate 3 is attached in the longitudinal direction of the steel frame 2 with the ridges 3a oriented, and the end valleys 3b on both longitudinal sides of the corrugated plate 3 are the side edges of the longitudinal steel frames 2a on both longitudinal sides of the steel frame 2. It extends along the connection 4 of the siding 1 and does not extend beyond this.
The horizontal steel frame 2b on the lower side of the steel frame 2 is slightly extended from the lower side of the corrugated plate 3. The siding 1 is prefabricated and manufactured in a factory in advance and transported to the site. Therefore, the size of one piece of the siding 1 to be prefabricated is 11 m in length and 3 m in width according to the maximum load capacity of a large trailer, which is 11 m in length × 2.4 m in width × 3 m in height. Is effective.

【0007】次に図2乃至図8を参照して本サイディン
グ1の施工法を説明する。工場でプレハブ化したサイデ
ィング1は大型トレーラー5に積んで現場に運搬し、ク
レーンで吊り卸して仮置きする(図2)。次に仮置きし
たサイディング1をクレーンで建起こし外壁施工位置に
吊込み、接続するサイディング1、1の接続部4、4間
に所定の間隙sを配して躯体の壁下地6に順次取付けて
いく(図3、図4)。 サイディング1の建起こし時、鉄骨枠2の横鉄骨2bが
波板3の下辺より延出した方を下にしてクレーンで吊上
げることにより、延出した横鉄骨2bが支点となってサ
イディング1が建起こされ、2台のクレーンの相吊りに
よる建起こしが不要になる。
Next, a method of constructing the main siding 1 will be described with reference to FIGS. 2 to 8. The siding 1 prefabricated at the factory is loaded on a large trailer 5 and transported to the site, suspended by a crane and temporarily placed (Fig. 2). Next, the temporarily placed siding 1 is erected by a crane and hung at the outer wall construction position, and a predetermined gap s is arranged between the connecting portions 4 and 4 of the sidings 1 and 1 to be connected, and the siding 1 is sequentially attached to the wall base 6 of the skeleton. Go (Figure 3, Figure 4). When the siding 1 is erected, the horizontal steel frame 2b of the steel frame 2 is lifted by a crane with the side extending from the lower side of the corrugated plate 3 facing down, so that the extended horizontal steel frame 2b serves as a fulcrum. It will be erected and the erection by hanging two cranes will be unnecessary.

【0008】躯体壁下地6にサイディング1を取付け次
第、両側のサイディング1、1の接続部4、4の波板
3、3の端部谷面3b、3bの下面に順次波板3の長さ
と等長の敷目板7を挿入していく。敷目板7は、波板3
の谷傾斜角にほぼ等しい角度で長手方向両辺を折曲げ、
両折曲げ部7a、7aの中間平面部に凸字状突起7bを
形成したもので、その凸字状突起7bを両側の波板3の
端部谷面3b、3b間の間隙に突出させ、両側の折曲げ
部7a、7aを両側の波板3、3の谷傾斜部3c、3c
の裏側に当てて挿入される(図5)。 敷目板7を挿入したら、敷目板7の凸字状突起7b両側
の波板の端部谷面3bの上面に防水シール材8を挾み、
凸字状突起7bに敷目板7と同長のリップ付き溝型の抑
え金物9を被せ(図6)、該抑え金物9上面に防水シー
ル材10とワッシャ11を介し、抑え金物9、敷目板7
の凸字状突起7bのボルト孔に通しボルト12を挿通
し、サイディング1、1の接続部4、4間隙sを通し縦
鉄骨2aの裏面側でワッシャ13を介してナット14で
止め、波板3、3の目地4、4部を抑えると共に防水シ
ールする(図7)。 図4〜図7中の15は波板取付け部で、波板3の谷3d
面の上下に防水シール材16、17を当てて鉄骨枠2の
横桟2cに植設した座付きスタッドボルトを通し、ワッ
シャ18を介して袋ナット19で止付けてある。
As soon as the siding 1 is attached to the base wall 6 of the skeleton, the lengths of the corrugated plate 3 are successively arranged on the lower surfaces of the corrugated plates 3, 3 of the connecting portions 4, 4 of the siding 1, 1 on both sides and the end valleys 3b, 3b of the siding 1. Insert the equal-length sheet 7. The floor board 7 is a corrugated board 3.
Bend both sides in the longitudinal direction at an angle approximately equal to the valley inclination angle of
A convex projection 7b is formed on an intermediate flat surface portion of the both bent portions 7a, 7a, and the convex projection 7b is projected into a gap between the end valleys 3b, 3b of the corrugated plates 3 on both sides, The bent portions 7a, 7a on both sides are formed as the valley inclined portions 3c, 3c of the corrugated plates 3, 3 on both sides.
It is inserted by touching the back side of (Fig. 5). After inserting the sheet 7, the waterproof sealing material 8 is sandwiched between the convex projections 7b of the sheet 7 and the upper end faces 3b of the corrugated sheet.
The convex projection 7b is covered with a grooved metal retainer 9 with a lip having the same length as that of the mat plate 7 (FIG. 6), and the retainer metal 9 and the cover metal 9 are laid on the upper surface of the retainer metal 9 with a waterproof sealing material 10 and a washer 11. Eye plate 7
The through bolts 12 are inserted into the bolt holes of the convex protrusions 7b of FIG. The joints 4 and 4 of the joints 3 and 3 are suppressed and a waterproof seal is provided (Fig. 7). Reference numeral 15 in FIGS. 4 to 7 denotes a corrugated plate mounting portion, which is a valley 3d of the corrugated plate 3.
Watertight sealing materials 16 and 17 are applied to the upper and lower sides of the surface, a stud bolt with a seat planted in the horizontal rail 2c of the steel frame 2 is passed through, and is fastened with a cap nut 19 via a washer 18.

【0009】サイディング1の躯体の壁下地(胴縁)6
への取付けは、図8に一例を示すように、鉄骨枠2の溝
型の縦鉄骨2aのフランジ2d、2d間にスチフナー2
1を溶接すると共に、スチフナー21上部内側のフラン
ジ2dを切欠き、L型鋼のブラケット22を躯体側に延
出させてスチフナー21に溶接し、一方躯体のH型鋼の
壁下地(胴縁)6のフランジ間ウェブ上にプレート23
を垂直に溶接し、これに前記ブラケット22の垂直面を
ボルト24で止付け、この取付けを躯体の各段の壁下地
(胴縁)6について行う。サイディング1の取付けは、
鉄骨枠2の側辺から延出した波板3の端部谷面3bの重
ね合わせでなく、鉄骨枠2の側辺に沿った両側の波板3
の端部谷面3bを敷目板7とリップ付き溝型の抑え金物
9で挾んで通しボルト12で止めるものであるから、一
方向から順次取付けていく必要はなく外壁工事のどの中
間位置からの取付けも可能である。
Wall foundation (furring) 6 of the body of the siding 1
As shown in FIG. 8, the attachment to the stiffener 2 is performed between the flanges 2d and 2d of the groove-shaped vertical steel frame 2a of the steel frame 2.
1 is welded, the flange 2d inside the upper part of the stiffener 21 is cut out, the bracket 22 of the L-shaped steel is extended to the body side and welded to the stiffener 21, while the wall base (furnace) 6 of the H-shaped steel of the body 6 is welded. Plate 23 on web between flanges
Are welded vertically, and the vertical surface of the bracket 22 is fixed to this with bolts 24, and this attachment is performed on the wall base (furnace) 6 at each stage of the body. To install the siding 1,
The corrugated plates 3 on both sides along the side of the steel frame 2 are not superposed on the end valleys 3b of the corrugated plate 3 extending from the side of the steel frame 2.
Since the end valley surface 3b is sandwiched between the plywood plate 7 and the grooved holding metal 9 with a lip and fixed with the through bolts 12, it is not necessary to install sequentially from one direction, and from any intermediate position of the outer wall construction. Can also be installed.

【0010】[0010]

【発明の効果】以上説明したように本発明は、サイディ
ングを所定寸法でプレハブ化するため、均一で精度の良
いサイディングが得られると共に、現場での取付けも外
部足場の必要なくクレーンで能率良く行うことができ、
また危険な高所作業が避けられ作業の安全性の確保と共
に、作業性の向上が達成される。また、両側のサイディ
ングの接続は、サイディングの接続部から延出した波板
の端部谷面の重ね合わせでなく、鉄骨枠の側辺に沿った
両側の波板の端部谷面を敷目板とリップ付き溝型の抑え
金物で挾んでボルト止めするものであるから、施工も一
方向から順次取付けていく必要はなく、例えば施工の都
合で外壁工事の中間位置からサイディングの施工を始
め、最後に欠落したサイディングを嵌込んで連続した外
壁サイディングを完成させる等、融通のきく工法が可能
になり、工事の手順を無駄なく進行させていくことがで
きる。また、サイディングの鉄骨枠の下辺を波板の下辺
より若干延出させたことによって、サイディングの建起
しに相吊り用のクレーンが不要になる、等によってサイ
ディング工事の能率が著しく向上され、この結果大幅な
工期の短縮ならびに工費の低減が実現されるという効果
を奏する。従って本発明は、天井クレーンの早期稼働が
要求される結果、極端な工期短縮を図る必要のある原子
力発電所のタービン建屋工事等において、極めて有効な
工法となるものである。
As described above, according to the present invention, since the siding is prefabricated with a predetermined size, uniform and accurate siding can be obtained, and the on-site mounting can be efficiently performed by the crane without the need for an external scaffold. It is possible,
In addition, dangerous work in high places is avoided, work safety is secured, and workability is improved. In addition, the siding connections on both sides are not overlapped with the end valleys of the corrugated sheet extending from the siding connection, but the end valleys of both corrugated sheets along the sides of the steel frame are laid. Since it is clamped with a plate and a groove type metal fitting with a lip and bolted, it is not necessary to install sequentially from one direction, for example, for convenience of construction, start siding construction from the middle position of the outer wall construction, Finally, a flexible construction method is possible such as fitting the missing siding to complete a continuous outer wall siding, and the construction procedure can be progressed without waste. In addition, by extending the lower side of the steel frame of the siding slightly from the lower side of the corrugated sheet, the crane for suspending the phase is no longer needed to build the siding, and the efficiency of siding work is significantly improved. As a result, there is an effect that the construction period is greatly shortened and the construction cost is reduced. Therefore, the present invention is an extremely effective construction method in the construction of a turbine building of a nuclear power plant, which requires an extremely short construction period as a result of the early operation of the overhead crane being required.

【0011】[0011]

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

【図1】本発明に係るプレハブ化サイデイングの分解斜
視図である。
FIG. 1 is an exploded perspective view of a prefabricated siding according to the present invention.

【図2】プレハブ化したサイディングを大型トレーラー
で現場に運搬し、クレーンで吊り卸す状態を示した図で
ある。
FIG. 2 is a diagram showing a state in which prefabricated siding is transported to the site by a large trailer and hung by a crane.

【図3】現場に仮置きしたサイディングをクレーンで建
起こし躯体に吊込み、順次取付けていく工程を示した図
である。
FIG. 3 is a diagram showing a process in which siding temporarily placed on the site is erected by a crane, hung on a skeleton, and sequentially attached.

【図4】目地間に所定間隙を配してサイディングを躯体
に吊込み取付けた状態を示した図である。
FIG. 4 is a view showing a state in which a siding is suspended and attached to a body with a predetermined gap provided between joints.

【図5】波板の接続部間に敷目板を挿入した状態を示し
た図である。
FIG. 5 is a diagram showing a state in which a siding plate is inserted between the connecting portions of the corrugated plates.

【図6】敷目板に波板目地の抑え金物を被せた状態を示
した図である。
FIG. 6 is a view showing a state in which a sheet metal is covered with a metal plate having corrugated sheet joints.

【図7】抑え金物に通しボルトを挿通し波板目地を抑え
た状態を示した図である。
FIG. 7 is a view showing a state in which a through bolt is inserted through the holding metal and the corrugated plate joint is held down.

【図8】サイディングの躯体下地への取付け方法を示し
た図である。
FIG. 8 is a diagram showing a method of attaching siding to a base of a skeleton.

【図9】従来のサイディングの接続方法を示した図であ
る。
FIG. 9 is a diagram showing a conventional siding connection method.

【0012】[0012]

【符号の説明】[Explanation of symbols]

1 サイデイング 2 鉄骨枠 3 波板 3b 波板の端部谷面 3c 波板の谷傾斜部 4 サイデイングの接続部 6 躯体の壁下地(胴縁) 7 敷目板 7a 敷目板の折曲げ部 7b 敷目板の凸字状突起 8 防水シール材 9 抑え金物 12 通しボルト s 目地間隙 1 Sided 2 Steel frame 3 Corrugated plate 3b Corrugated plate end valley face 3c Corrugated plate valley sloped part 4 Sided connection part 6 Body wall base (furnace) 7 Floorboard 7a Floorboard bent portion 7b Convex protrusions on the plywood 8 Waterproof sealant 9 Suppressor 12 Through bolt s Joint gap

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鉄骨を所定寸法の枠状に組み、該鉄骨枠
の両側辺に波板の端部谷面を沿わせて鉄骨枠面に波板を
取付けてプレハブ化形成したサイディングを外壁施工位
置に吊込み、両側のサイディングの接続部間に所定の間
隙を配して躯体の壁下地に取付ける工程と、上記サイデ
ィングの各接続部の間隙に、長手方向両辺を波板の谷傾
斜角にほぼ等しい角度で折曲げ、両折曲げ部の中間平面
部に長手方向の凸字状突起を形成した敷目板の凸字状突
起を両側の波板の端部谷面間の間隙に突出させ、両側の
折曲げ部を両側の波板の谷傾斜部の裏側に当てて挿入す
る工程と、敷目板の凸字状突起両側の波板の端部谷面の
上面に防水シール材を挾んで凸字状突起にリップ付き溝
型の抑え金物を被せ、該抑え金物上面から敷目板の凸字
状突起に通しボルトを挿通し、両側のサイディングの接
続部間の間隙を通し鉄骨枠の裏面側でナット止めする工
程によって外壁サイディングを施工していくことを特徴
とするプレハブ化サイディング工法。
1. A siding formed by assembling a steel frame into a frame shape having a predetermined size, attaching the corrugated plate to the steel frame surface along the end valleys of the corrugated plate on both sides of the steel frame to form a prefabricated outer wall. Suspend at a position and attach it to the wall foundation of the skeleton with a predetermined gap between the siding connection parts on both sides. Bend them at approximately equal angles, and project the convex protrusions of the mattress plate, which has convex protrusions in the longitudinal direction on the intermediate flat portion of both bent parts, into the gap between the end valleys of the corrugated plates on both sides. The step of inserting the bent parts on both sides against the back side of the valley slope part of the corrugated plates on both sides, and inserting the waterproof sealing material on the upper surface of the valley surface of the end part of the corrugated plates on both sides Then, cover the convex protrusion with a grooved retainer with a lip, and insert a bolt from the top of the retainer into the convex protrusion of the sheet The prefabricated siding method is characterized in that the outer wall siding is constructed by a process in which the outer wall siding is constructed by inserting the nuts through the gaps between the connecting portions of the siding on both sides and fixing the nuts on the back side of the steel frame.
【請求項2】 前記プレハブ化サイディングは、その鉄
骨枠の下辺を波板の下辺より若干延出させたことを特徴
とする請求項1記載のプレハブ化サイディング工法。
2. The prefabricated siding method according to claim 1, wherein the prefabricated siding has a lower side of the steel frame slightly extended from a lower side of the corrugated plate.
JP22842191A 1991-08-13 1991-08-13 Prefabricated siding method Pending JPH0544277A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22842191A JPH0544277A (en) 1991-08-13 1991-08-13 Prefabricated siding method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22842191A JPH0544277A (en) 1991-08-13 1991-08-13 Prefabricated siding method

Publications (1)

Publication Number Publication Date
JPH0544277A true JPH0544277A (en) 1993-02-23

Family

ID=16876214

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22842191A Pending JPH0544277A (en) 1991-08-13 1991-08-13 Prefabricated siding method

Country Status (1)

Country Link
JP (1) JPH0544277A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007119749A1 (en) * 2006-04-11 2007-10-25 Nippon Steel Corporation Wall panel
CN103485442A (en) * 2013-09-26 2014-01-01 常熟市金达洁净墙地板有限公司 Combined wallboard system
JP2021113434A (en) * 2020-01-17 2021-08-05 日本製鉄株式会社 Wall panel, wall structure and construction method for wall structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007119749A1 (en) * 2006-04-11 2007-10-25 Nippon Steel Corporation Wall panel
JP2007303269A (en) * 2006-04-11 2007-11-22 Nippon Steel Corp Wall panel
TWI412647B (en) * 2006-04-11 2013-10-21 Nippon Steel & Sumitomo Metal Corp Wall panel
CN103485442A (en) * 2013-09-26 2014-01-01 常熟市金达洁净墙地板有限公司 Combined wallboard system
JP2021113434A (en) * 2020-01-17 2021-08-05 日本製鉄株式会社 Wall panel, wall structure and construction method for wall structure

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