JPH0435585B2 - - Google Patents
Info
- Publication number
- JPH0435585B2 JPH0435585B2 JP30400786A JP30400786A JPH0435585B2 JP H0435585 B2 JPH0435585 B2 JP H0435585B2 JP 30400786 A JP30400786 A JP 30400786A JP 30400786 A JP30400786 A JP 30400786A JP H0435585 B2 JPH0435585 B2 JP H0435585B2
- Authority
- JP
- Japan
- Prior art keywords
- long metal
- metal plate
- bent part
- side edge
- metal 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.)
- Expired
Links
- 239000002184 metal Substances 0.000 claims description 26
- 238000003466 welding Methods 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 9
- 238000004078 waterproofing Methods 0.000 claims description 6
- 230000000630 rising effect Effects 0.000 description 6
- 229910001220 stainless steel Inorganic materials 0.000 description 5
- 239000010935 stainless steel Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 210000000078 claw Anatomy 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、長尺金属板による防水工法に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a waterproofing method using a long metal plate.
従来、ステンレス鋼薄板長尺板(厚さ0.3〜0.4
mm)による屋根又は屋上防水屋根の施工は次のよ
うに行われていた。すなわち、屋根幅に合わせて
所定の長さに切断したステンレス鋼薄板長尺板
を、第7図に示す長手方向に直角の断面図のよう
に、平面部からの立上り高さtを約25mmとなるよ
うにはぜ折り加工しておき、この部材を第8図に
示す斜視図のように、はぜ継ぎし、はぜ折り部の
ほぼ中央部をシーム溶接8して、これを順次繰り
返していた。なお、接続に際し部材の設置が不安
定な個所には、第9図に示すように既施工長尺板
のはぜ部に、長手方向に約450mmピツチで吊子1
1をスポツト溶接12しておき、前記吊子11の
上で次に接続する部材の端部を支え、吊子11を
含めて両板のはぜ継部を一括してシーム溶接8す
る。
Conventionally, stainless steel thin plate long plate (thickness 0.3~0.4
The construction of roofs or rooftop waterproof roofs using mm) was carried out as follows. That is, as shown in the cross-sectional view perpendicular to the longitudinal direction of a stainless steel thin long plate cut to a predetermined length according to the roof width, the rising height t from the flat part is approximately 25 mm. As shown in the perspective view shown in Figure 8, this member is seamed and seam welded approximately at the center of the seam, and this process is repeated in sequence. Ta. In addition, in places where the installation of parts is unstable when connecting, place one hanger at a pitch of about 450 mm in the longitudinal direction between the gaps of the already constructed long boards, as shown in Figure 9.
1 is spot welded 12, the end of the next member to be connected is supported on the hanger 11, and the seam welding 8 is carried out at the joint of both plates including the hanger 11.
以上の例では、立はぜ継部の端部を逆U字型に
下方に曲げているが、これについては第10図に
示すように、立はぜ継部に逆U字型の長尺キヤツ
プをとりつける方法も実施されている。 In the above example, the end of the vertical seam is bent downward into an inverted U-shape. A method of attaching a cap has also been implemented.
従来のステンレス鋼薄板長尺板による屋上防水
施工は以上のように実施されてきたが次のような
問題点を含んでいた。
Conventional rooftop waterproofing construction using long stainless steel thin plates has been carried out as described above, but it has had the following problems.
薄板のはぜ継ぎ部分に立上り部を形成するた
め歩行用として障害物となり、又水がたまり、
水はけが悪くなる。 The rising parts of the seams of the thin plates create obstacles for walking, and water accumulates.
Drainage becomes poor.
シーム溶接部分が大気中に露出しているた
め、長時間水密保証がむづかしい。特に吊子を
使用した部分のシーム溶接はその部分のみ肉厚
が増すことによつて不完全であり、ピンホール
を生じ易い。 Since the seam welds are exposed to the atmosphere, it is difficult to guarantee watertightness for a long time. In particular, seam welding in areas where a hanger is used is incomplete because the wall thickness increases only in those areas, and pinholes are likely to occur.
本発明の目的は、以上の問題点を解決して、薄
板のはぜ継ぎ部分で立上り部分をなくして全面を
平坦化することができるとともに、シーム溶接部
の長寿命を確保できる工法を提供することにあ
る。 An object of the present invention is to solve the above-mentioned problems and provide a construction method that can flatten the entire surface by eliminating the rising part at the seam joint of thin plates and ensure a long life of the seam weld. There is a particular thing.
本発明では金属板を順次溶接した屋根又は屋上
防水屋根を構成する防水工法において、接続すべ
き長尺金属板の長手方向に沿つた両側縁部のうち
一方の側縁部に予じめほぼ直角に立上る屈折部を
形成しておき、既に屋根下地上に配置された別の
長尺金属板の平らな側縁部の上に側縁同士が重な
るように前記屈折部を重ねて、前記溶接すべき長
尺金属板を前記別の長尺金属板の側縁部上で屈折
部側縁が外を向くように立てた状態に保持し、前
記重り合つた屈折部と別の長尺金属板の側縁部と
を長手方向にシーム溶接したのち、立てた状態の
接続すべき長尺金属板をその屈折部の上に重なる
ように屈折部の折り線にて折り曲げ、これを繰り
返して行なうようにした。
In the present invention, in a waterproofing method for constructing a roof or rooftop waterproof roof in which metal plates are sequentially welded, the metal plates are welded in advance at approximately right angles to one of both side edges along the longitudinal direction of the long metal plates to be connected. A rising bent portion is formed, and the bent portion is overlapped with the flat side edge of another long metal plate already placed on the roof subsurface so that the side edges overlap, and the welding is performed. The long metal plate to be processed is held upright on the side edge of the other long metal plate with the side edge of the bent part facing outward, and the overlapping bent part and the other long metal plate are After seam welding the side edges of the metal plates in the longitudinal direction, bend the long metal plates that are to be connected while standing upright at the fold line of the bent part so as to overlap the bent part, and repeat this process. I made it.
本発明のひとつの実施態様によれば、前記長尺
金属板として、両側縁側部の平坦部に長手方向に
複数の溝を加工したものを用いる。 According to one embodiment of the present invention, the elongated metal plate is one in which a plurality of grooves are machined in the longitudinal direction on the flat portions of both side edge portions.
本発明においては、溶接すべき長尺金属板を、
別の長尺金属板の側縁部上で屈折部側縁が外を向
くように立てた状態に保持して、重り合つた屈折
部と別の長尺金属板の側縁部とを長手方向にシー
ム溶接した後、立てた状態の長尺金属板をその屈
折部の上に重なるように屈折部の折り線にて折り
曲げ、これを繰り返して行なうようにしたので、
平な溶接部の上に平に重ねることができ、また屈
折部での溶接部分が接続される部材で覆われるた
め溶接部は大気に露出しない。
In the present invention, the long metal plate to be welded is
Hold the bent part upright on the side edge of another long metal plate with the side edge of the bent part facing outward, and connect the overlapping bent part and the side edge of another long metal plate in the longitudinal direction. After seam welding, we bent the long metal plate that was standing upright at the fold line of the bent part so that it overlapped with the bent part, and we repeated this process.
It can be laid flat on top of a flat weld, and since the weld at the bend is covered by the connecting member, the weld is not exposed to the atmosphere.
本発明の一実施例、ステンレス薄板長尺板(厚
さ0.3mm〜0.4mm、板巾900mm、長さ10m)を使用
して屋上防水屋根を構成する場合について述べ
る。
An embodiment of the present invention will be described in which a waterproof rooftop roof is constructed using long thin stainless steel plates (thickness: 0.3 mm to 0.4 mm, width: 900 mm, length: 10 m).
先づステンレス薄板長尺板を第1図に示す長手
方向に直角の断面図のように長手方向の側縁部の
一方の50〜70mmの部分を段差1が約3mmつくよう
に加工し、他方を段差1と同一方向に直角に屈折
して屈折部2を形成した部材を準備する。 First, as shown in the cross-sectional view perpendicular to the longitudinal direction of a long stainless steel thin plate shown in Fig. 1, one 50 to 70 mm section of the longitudinal side edge is processed so that the step 1 is about 3 mm, and the other side is A member is prepared in which the bent portion 2 is formed by bending the bent portion 2 at right angles in the same direction as the step 1.
第2図は部材接続のための説明図で、まず接続
されるべき既施工部材3の下に上面が傾斜してい
る架台5を入れて端部の段差部分がはみ出すよう
にセツトする。次に接続すべき部材4の屈折部2
を第2図に示すように部材3の段差部分とをあわ
せ、ツカミ6により両板の側縁部を重合状態で假
止めする。この状態で部材4は屈折部の側縁を外
方に向けて部材3の上に立つた状態で保持され
る。 FIG. 2 is an explanatory diagram for connecting members. First, a pedestal 5 with an inclined upper surface is placed under the already constructed member 3 to be connected, and is set so that the step portion at the end protrudes. Bent part 2 of member 4 to be connected next
As shown in FIG. 2, align the stepped portion of the member 3 and use the claws 6 to secure the side edges of both plates in an overlapping state. In this state, the member 4 is held standing on the member 3 with the side edge of the bent portion facing outward.
第3図は接続部を説明するための斜視図で、第
3図に示すようにツカミ6によつて假止めした部
材にスポツト溶接7を100〜200mmの間隔で行つた
後ツカミ6を外して、全長分の連続的にシーム溶
接8を行う。 FIG. 3 is a perspective view for explaining the connection part. As shown in FIG. 3, after spot welding 7 is performed at intervals of 100 to 200 mm on the member held in place by the knob 6, the knob 6 is removed. , seam welding 8 is performed continuously over the entire length.
第4図は接続部の平面図である。前記シーム溶
接8を終了してから重なつた2枚の板の接続部に
第4図に示す長円形穴9(10mm巾20mm長)を約
450mm〜600mmのピツチで加工した後、第2図に示
した架台5を撤去し、長円形穴9の部分でスライ
ド座金により下地材に緊定する。長円形穴部9に
より穴の位置ずれが吸収される。次に部材4の直
立部分を接続部分の上に重さなる方向に倒すこと
により一部材の接続作業が終了する。以上をくり
返して施工を進める。第5図に部材の接続部の状
況を示す。 FIG. 4 is a plan view of the connection section. After completing the seam welding 8, an oblong hole 9 (10 mm wide and 20 mm long) as shown in Fig. 4 is made in the connecting part of the two overlapping plates.
After machining with a pitch of 450 mm to 600 mm, the pedestal 5 shown in FIG. 2 is removed, and the oval hole 9 is secured to the base material using a slide washer. The oval hole portion 9 absorbs the positional deviation of the hole. Next, the upright portion of the member 4 is laid down on top of the connecting portion, thereby completing the connection work of one member. Repeat the above steps to proceed with construction. FIG. 5 shows the state of the connecting parts of the members.
なお、上記実施例では部材3,4の両側縁端部
の間の部分が平坦部となつている場合について述
べたが、第6図に示すように部材表面に、長手方
向に深さ3mm程度の複数の溝(又はリブでもよ
い)を加工することにより熱伸縮などによる変形
分を吸収させることができ、また強度の向上にも
極めて有効である。 In the above embodiment, a case was described in which the portion between both side edges of the members 3 and 4 is a flat portion, but as shown in FIG. By machining a plurality of grooves (or ribs), it is possible to absorb deformation caused by thermal expansion and contraction, and it is also extremely effective in improving strength.
本発明は以上説明したとおり、仕上りは溶接部
の立上り部がなく平坦になり雨水の流れが良く、
かつ、歩行用のじやまにならない。また、原則的
に吊子を使用しないので溶接不完全部分がなく完
全な水密性を保つことができ、しかもシーム溶接
部分が次々と部材によつてカバーされるので大気
中に露出されることがなく更に長寿命が保持され
る。
As explained above, the present invention has a flat finish with no rising part of the welded part, which allows rainwater to flow easily.
Also, it does not become a barrier for walking. In addition, since no hangers are used in principle, complete watertightness can be maintained with no incomplete welding, and since the seam welds are covered one after another by parts, they are not exposed to the atmosphere. Even longer lifespan is maintained.
第1図は、本発明の実施例の部材の断面図、第
2図はその部材の接続の第1段階を示す断面図、
第3図はその接続状況を示す斜視図、第4図はそ
の接続面の平面図、第5図はその接続を終了した
部分を示す断面図、第6図はその溝付部材の断面
図、第7図は従来の技術の部材の断面図、第8図
はその部材の接続状況を示す斜視図、第9図はそ
の吊子の装着状況を示す斜視図、第10図はその
他例の接続状況を示す断面図である。
図において、1……段差部、2……屈折部、3
……接続される部材、4……接続する部材、5…
…架台、6……ツカミ、7……スポツト溶接、8
……シーム溶接、9……長円形穴部、10……
溝、t……立上りの長さ、であり、図中同一符号
は、同一又は相当部分を示す。
FIG. 1 is a sectional view of a member according to an embodiment of the present invention, and FIG. 2 is a sectional view showing the first stage of connection of the member.
Fig. 3 is a perspective view showing the connection state, Fig. 4 is a plan view of the connection surface, Fig. 5 is a sectional view showing the part where the connection is completed, Fig. 6 is a sectional view of the grooved member, Fig. 7 is a sectional view of a conventional member, Fig. 8 is a perspective view showing how the member is connected, Fig. 9 is a perspective view showing how the hanger is attached, and Fig. 10 is a connection of another example. It is a sectional view showing the situation. In the figure, 1...step part, 2...bending part, 3
... Member to be connected, 4... Member to be connected, 5...
...Frame, 6...Lock, 7...Spot welding, 8
... Seam welding, 9 ... Oval hole, 10 ...
The groove, t...the length of the rising edge, and the same reference numerals in the drawings indicate the same or equivalent parts.
Claims (1)
を構成する防水工法において、 接続すべき長尺金属板の長手方向に沿つた両側
縁部のうち一方の側縁部に予じめほぼ直角に立上
る屈折部を形成しておき、 既に屋根下地上に配置された別の長尺金属板の
平らな側縁部の上に側縁同士が重なるように前記
屈折部を重ねて、前記溶接すべき長尺金属板を前
記別の長尺金属板の側縁部上で屈折部側縁が外を
向くように立てた状態に保持し、 前記重り合つた屈折部と別の長尺金属板の側縁
部とを長手方向にシーム溶接したのち、立てた状
態の接続すべき長尺金属板をその屈折部の上に重
なるように屈折部の折り線にて折り曲げ、 これを繰り返して行なうことを特徴とする長尺
金属板による防水工法。 2 前記長尺金属板として、両側縁部間の平坦部
に長手方向の複数の溝を加工したものを用いるこ
とを特徴とする特許請求の範囲第1項記載の長尺
金属板による防水工法。[Scope of Claims] 1. In a waterproofing method for constructing a roof or rooftop waterproof roof in which metal plates are sequentially welded, one of the longitudinal edges of the long metal plates to be connected is provided with a First, a bent part is formed that stands up at almost a right angle, and the bent part is overlapped on the flat side edge of another long metal plate already placed on the roof subsurface so that the side edges overlap each other. The long metal plate to be welded is held upright on the side edge of the other long metal plate with the side edge of the bent part facing outward, and the overlapping bent part and another long metal plate are After seam welding the side edges of the long metal plates in the longitudinal direction, bend the long metal plates to be connected while standing upright at the fold line of the bent part so as to overlap the bent part. A waterproofing method using long metal plates that is characterized by repeated steps. 2. The waterproofing method using a long metal plate according to claim 1, characterized in that the long metal plate has a plurality of longitudinal grooves formed in a flat portion between both side edges.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30400786A JPS63161243A (en) | 1986-12-22 | 1986-12-22 | Waterproof construction method due to long metal plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30400786A JPS63161243A (en) | 1986-12-22 | 1986-12-22 | Waterproof construction method due to long metal plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63161243A JPS63161243A (en) | 1988-07-04 |
| JPH0435585B2 true JPH0435585B2 (en) | 1992-06-11 |
Family
ID=17927936
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP30400786A Granted JPS63161243A (en) | 1986-12-22 | 1986-12-22 | Waterproof construction method due to long metal plate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63161243A (en) |
-
1986
- 1986-12-22 JP JP30400786A patent/JPS63161243A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63161243A (en) | 1988-07-04 |
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