JP3326494B2 - Waterproof structure of long roof - Google Patents

Waterproof structure of long roof

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Publication number
JP3326494B2
JP3326494B2 JP35743199A JP35743199A JP3326494B2 JP 3326494 B2 JP3326494 B2 JP 3326494B2 JP 35743199 A JP35743199 A JP 35743199A JP 35743199 A JP35743199 A JP 35743199A JP 3326494 B2 JP3326494 B2 JP 3326494B2
Authority
JP
Japan
Prior art keywords
sheet
waterproof
shaped
roof
belt
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 - Fee Related
Application number
JP35743199A
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Japanese (ja)
Other versions
JP2001173171A (en
Inventor
敏博 岡
Original Assignee
北海鋼機株式会社
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Application filed by 北海鋼機株式会社 filed Critical 北海鋼機株式会社
Priority to JP35743199A priority Critical patent/JP3326494B2/en
Publication of JP2001173171A publication Critical patent/JP2001173171A/en
Application granted granted Critical
Publication of JP3326494B2 publication Critical patent/JP3326494B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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】本発明は、長尺屋根の防水構
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 waterproof structure for a long roof.

【0002】[0002]

【従来の技術】工場、倉庫、学校、ショッピングセンタ
ー等の非住宅の長尺屋根には通常折板が適用されている
が、近年一部に、防水性能にすぐれ、無落雪でつらら発
生が無く、雨音や屋根材膨張時の騒音発生が無いシート
防水屋根が適用され始めている。折板は屋根材に、塗装
溶融亜鉛めっき鋼板を成型したものを用いる。これに対
しシート防水屋根はポリ塩化ビニル製等の帯状防水シー
トを用いるので、屋根材のコストは折板の約2倍と割高
となっている。
2. Description of the Related Art Folded plates are usually applied to long roofs of non-residential buildings such as factories, warehouses, schools, and shopping centers. However, in recent years, some of them have excellent waterproof performance and have no snowfall and no icicles. A sheet waterproof roof which does not generate rain noise or noise when the roof material expands has begun to be applied. The folded plate is formed by molding a painted hot-dip galvanized steel plate on the roof material. On the other hand, since the sheet waterproof roof uses a belt-like waterproof sheet made of polyvinyl chloride or the like, the cost of the roof material is about twice as high as that of the folded plate.

【0003】[0003]

【発明が解決しようとする課題】本発明は、上記シート
防水屋根のコストが高いという問題を解決し、長尺屋根
への防水屋根の適用拡大を可能とするものである。
SUMMARY OF THE INVENTION The present invention solves the problem that the cost of the waterproof sheet roof is high, and makes it possible to expand the application of the waterproof roof to a long roof.

【0004】[0004]

【課題を解決するための手段】本発明の長尺屋根の防水
構造は、合成樹脂被覆金属よりなる1枚の帯状防水シー
トを、屋根の防水すべき床の上面に、幅方向に所要数、
所定の間隙をあけ平行に敷き並べ、該間隙より若干幅の
広い合成樹脂被覆金属よりなる固定鋼板を、前記間隙を
跨ぎその両側縁部が帯状防水シートの側縁部下部にもぐ
り込むように、前記防水すべき床に固定し、前記間隙よ
り若干幅の広い伸縮性を有する帯状連結シートを、その
両側縁部を帯状防水シートの側端部上面に、その略中央
部を前記固定鋼板上面に接合し、前記帯状防水シートの
長手方向の片端は防水すべき床に固定し、他端はエキス
パンションに接続したことを特徴とする。
According to the waterproof structure for a long roof according to the present invention, one strip-shaped waterproof sheet made of a synthetic resin-coated metal is provided on the upper surface of a floor to be waterproofed on a roof in a required number in a width direction.
A predetermined gap is laid in parallel, and a fixed steel plate made of a synthetic resin-coated metal slightly wider than the gap is laid so that the both side edges of the fixed steel plate cross the gap and penetrate the lower part of the side edge of the belt-shaped waterproof sheet. A band-shaped connecting sheet having elasticity slightly fixed to the floor to be waterproof and having a width slightly wider than the gap is joined to the upper surface of the side end portion of the band-shaped waterproof sheet at both side edges, and the substantially central portion thereof is joined to the upper surface of the fixed steel plate. One end of the strip-shaped waterproof sheet in the longitudinal direction is fixed to a floor to be waterproofed, and the other end is connected to an expansion.

【0005】本発明でいう合成樹脂被覆金属とは、金属
に合成樹脂の被覆物を積層したものと塗装したもののい
ずれもが該当する。合成樹脂被膜としてはポリ塩化ビニ
ル樹脂、ポリエチレン樹脂、ポリプロピレン樹脂等の熱
可塑性合成樹脂が好適である。又本発明でいう帯状連結
シートとしては軟質ポリ塩化ビニル等の熱可塑性合成樹
脂シート、非加硫ゴム系シート等がある。又本発明でい
う接合としてはシリコン系、ウレタン系、ゴム系接着
剤、合成樹脂被膜や帯状連結シートと同じ合成樹脂を溶
剤に溶解させた溶液型接着剤等による接着や熱風溶着が
ある。
[0005] The synthetic resin-coated metal referred to in the present invention corresponds to both a metal laminated with a synthetic resin coating and a painted metal. As the synthetic resin film, a thermoplastic synthetic resin such as a polyvinyl chloride resin, a polyethylene resin, and a polypropylene resin is preferable. Examples of the belt-like connecting sheet in the present invention include thermoplastic synthetic resin sheets such as soft polyvinyl chloride and the like, and non-vulcanized rubber sheets. The bonding in the present invention includes bonding with a silicone-based, urethane-based, rubber-based adhesive, a solution-type adhesive obtained by dissolving the same synthetic resin as a synthetic resin film or a strip-shaped connecting sheet in a solvent, or hot-air welding.

【0006】[0006]

【発明の実施の形態】以下、本発明の実施の形態につい
て請求項1の実施例をもとに説明する。図1は本発明の
請求項1の実施例で、立ち上げ部役物、ドレン樋役物、
固定鋼板(固定具による固定前)の取り付け状態までを
示す全体平面図であり、図2は図1のA〜A断面の立面
図である。図3は図1の上に帯状防水シートを敷設、固
定した状態を示す全体平面図であり、図4は図3のB〜
B断面の立面図である。図5は図3の状態の後、各所を
帯状連結シートで接合し、屋根が完成した状態を示す全
体平面図であり、図6は図5のC〜C断面の立面図であ
る。図7は図5における帯状連結シートと帯状防水シー
ト、固定鋼板との接合の詳細を示す断面図である。図8
は図5におけるエキスパンション形成の詳細を示す断面
図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below based on the first embodiment. FIG. 1 shows a first embodiment of the present invention.
FIG. 2 is an overall plan view showing up to an attached state of a fixed steel plate (before being fixed by a fixing tool), and FIG. 2 is an elevation view of a cross section A-A in FIG. 1. FIG. 3 is an overall plan view showing a state in which a belt-shaped waterproof sheet is laid and fixed on FIG. 1, and FIG.
It is an elevation view of B section. FIG. 5 is an overall plan view showing a state in which the roof is completed after the parts of FIG. 3 are joined together with a belt-shaped connecting sheet after the state of FIG. 3, and FIG. 6 is an elevation view of a cross section taken along line CC in FIG. FIG. 7 is a cross-sectional view showing details of the joining of the strip-shaped connecting sheet, the strip-shaped waterproof sheet, and the fixed steel plate in FIG. FIG.
FIG. 6 is a sectional view showing details of the expansion formation in FIG. 5.

【0007】本実施例の屋根の大きさは、長さ方向25
m,幅方向7mである。図2に示すように、長さ方向に
25mの鉄骨10が複数本並行に走り、その上に鉄骨1
0と直角方向に適当な間隔で金属下地9を取り付け、か
つその上を野地板8で全面覆い、防水すべき床3を形成
している。屋根の周囲も鉄骨10に金属下地9を垂直に
立て、パラペット13を形成している。金属下地9の内
側に野地板を取り付ける場合もある。防水すべき床3に
は、図1の左から右に向け100分の2の水勾配がつい
ている。
In this embodiment, the size of the roof is 25
m, 7 m in the width direction. As shown in FIG. 2, a plurality of steel frames 10 each having a length of 25 m run in parallel in the length direction, and
A metal base 9 is attached at an appropriate interval in a direction perpendicular to 0, and the metal base 9 is entirely covered with a base plate 8 to form a floor 3 to be waterproof. The metal foundation 9 is also erected vertically on the steel frame 10 around the roof to form a parapet 13. In some cases, a base plate is attached inside the metal base 9. The floor 3 to be waterproofed has a water gradient of 2/100 from left to right in FIG.

【0008】本実施例の帯状防水シート1は、ポリ塩化
ビニル樹脂を塗装した塗装溶融亜鉛めっき鋼帯で、幅9
14mm、長さ24,466mmのものを5本、幅62
1mm幅、長さ24,466mmのものを2本、計7本
使用した。帯状連結シートも、軟質ポリ塩化ビニル樹脂
シートを使用し、接着剤にポリ塩化ビニル樹脂を溶剤に
溶解させた溶液型接着剤を使用することで高い接合強度
を実現した。又補助的に熱溶着による接合も適用した。
The belt-shaped waterproof sheet 1 of this embodiment is a coated galvanized steel strip coated with a polyvinyl chloride resin and has a width of 9 mm.
5 pieces of 14 mm, length 24,466 mm, width 62
Two of 1 mm width and 24,466 mm length, seven in total were used. The band-shaped connecting sheet also uses a soft polyvinyl chloride resin sheet, and achieves high bonding strength by using a solution type adhesive obtained by dissolving a polyvinyl chloride resin in a solvent as an adhesive. In addition, joining by heat welding was also applied.

【0009】まず本実施例の施工方法について説明す
る。図1、図2に示すように、本実施例では、まず屋根
周囲のパラペット13とそれに連なる屋根の防水すべき
床3の上面の周縁部を、22枚の立ち上げ部役物11で
覆う。立ち上げ部役物11は、固定具7によりパラペッ
ト13および屋根の防水すべき床3に固定する。又水勾
配下流側には、屋根の幅方向に3枚のドレン樋役物12
を連ね、固定具7により屋根の防水すべき床3に固定す
る。ドレン樋役物12には、図1の上から下に向け10
0分の1の水勾配をつけ、水勾配下流側には排水口14
を設け、屋根上の雨や融雪水の排出を可能とする。立ち
上げ部役物11やドレン樋役物12は、帯状防水シート
1と同じポリ塩化ビニル樹脂を塗装した塗装溶融亜鉛め
っき鋼板を成型し製作する。
First, the construction method of this embodiment will be described. As shown in FIGS. 1 and 2, in the present embodiment, first, the parapet 13 around the roof and the peripheral edge of the upper surface of the floor 3 to be waterproofed on the roof connected to the parapet 13 are covered with 22 rising parts 11. The starting part 11 is fixed to the parapet 13 and the floor 3 of the roof to be waterproofed by the fixture 7. On the downstream side of the water gradient, there are three drain gutters 12 in the width direction of the roof.
And fixed to the floor 3 of the roof to be waterproofed by the fixture 7. The drain gutter role 12 has 10
A water gradient of 1/0 is provided, and a drain 14 is provided downstream of the water gradient.
Rainwater and snowmelt water on the roof can be discharged. The starting part 11 and the drain gutter 12 are formed by molding a coated galvanized steel sheet coated with the same polyvinyl chloride resin as the belt-shaped waterproof sheet 1.

【0010】実際の施工では帯状防水シート1を敷く前
に固定鋼板2を防水すべ床3に固定する。図1は固定鋼
板2を固定具により固定する前の状態を示している。本
実施例の固定鋼板2は、帯状防水シート1と同じポリ塩
化ビニル樹脂を塗装した塗装溶融亜鉛めっき鋼板で、幅
130mm、長さ3,000mmの方形のものを用い
た。長さを3,000mmと短くしたのは後述するよう
に、冬季の固定鋼板2の熱収縮量を小さくし、固定具の
変位量を小さくするためである。固定鋼板2は、7本の
帯状防水シート1間と、両端の帯状防水シート1と立ち
上げ部役物11間にも配置するので合計8列となる。各
列には長さ3,000mmのものを8本と、326mm
のものを1本を連ね、固定具で防水すべ床3に固定して
ゆく。図7に示すように、固定鋼板2は帯状防水シート
1間の110mmの間隙を跨ぎ、その両側縁部が帯状防
水シート1の側縁部下部に10mmもぐり込むような位
置をあらかじめ割り出し、固定具7で固定する。
In actual construction, the fixed steel plate 2 is fixed to the waterproof floor 3 before laying the belt-shaped waterproof sheet 1. FIG. 1 shows a state before the fixed steel plate 2 is fixed by a fixture. The fixed steel plate 2 of the present embodiment was a coated hot-dip galvanized steel plate coated with the same polyvinyl chloride resin as the belt-shaped waterproof sheet 1, and used as a square having a width of 130 mm and a length of 3,000 mm. The reason for shortening the length to 3,000 mm is to reduce the amount of thermal contraction of the fixed steel plate 2 in winter and the amount of displacement of the fixing tool, as described later. The fixed steel plates 2 are arranged between the seven strip-shaped waterproof sheets 1 and also between the strip-shaped waterproof sheets 1 at both ends and the rising part 11 so that a total of eight rows are provided. Each row has eight 3,000mm lengths and 326mm
And fix them on the waterproof floor 3 with fixing devices. As shown in FIG. 7, the fixed steel plate 2 straddles a gap of 110 mm between the strip-shaped waterproof sheets 1, and a position is determined in advance so that both side edges of the fixed steel sheet 2 pass under the side edge portions of the strip-shaped waterproof sheet 1 by 10 mm. Fix with.

【0011】図3、図4に示すように、7本の帯状防水
シート1は長さが24,466mmと長いので、巻いた
状態で施工現場に搬入する。施工時にはその右端を長手
方向にはドレン樋役物12に突き合わせ、幅方向には固
定鋼板との位置を前記のように一致させながら、巻かれ
た状態のものを左方向に展開しながら敷設してゆく。左
端は水上側の立ち上げ部役物11上に100mm重ねた
状態とする。長手方向、幅方向の位置が正しいことを確
認した後、右端を防水すべき床3に固定する。
As shown in FIG. 3 and FIG. 4, the seven strip-shaped waterproof sheets 1 are 24,466 mm long, so that they are transported to the construction site in a rolled state. At the time of construction, the right end is abutted against the drain gutter role 12 in the longitudinal direction, and in the width direction, the rolled one is laid while being deployed to the left while matching the position with the fixed steel plate as described above. Go on. The left end is in a state of being overlapped by 100 mm on the rising part 11 on the water side. After confirming that the positions in the longitudinal direction and the width direction are correct, the right end is fixed to the floor 3 to be waterproofed.

【0012】7本の帯状防水シート1全ての敷設、固定
が完了したら、最後に図5、図6に示すように、帯状連
結シート4による接合を行う。立ち上げ部役物11同志
やドレン樋役物12同志、立ち上げ部役物11とドレン
樋役物12間を帯状連結シート4で接合する。帯状防水
シート1と固定鋼板も帯状連結シート4で接合する。こ
の時の帯状連結シート4は、巻いた状態の24,466
mm1本のものを施工現場に搬入し、展開しながら敷設
してゆくのが望ましい。ちなみに帯状連結シート4の接
合幅は帯状防水シート1とは50mm、固定鋼板2とも
50mmで、溶液型接着剤6で接合した。図7に示すよ
うに、負圧が掛かった時に固定鋼板を曲げないように、
固定鋼板2との接合は固定具7の内側にすることが望ま
しい。最後に帯状防水シート1の右端をドレン樋役物1
2と、左端を水上側の立ち上げ部役物11と帯状連結シ
ート4で接合する。図8に示すように、左端側は幅が2
10mmの帯状連結シート4を用い、中間に110mm
の未接合部を設けて接合し、エキスパンション5を形成
する。
When the laying and fixing of all the seven strip-shaped waterproof sheets 1 are completed, finally, as shown in FIGS. The start-up part 11 and the drain gutter 12 and the start-up part 11 and the drain gutter 12 are joined by the belt-shaped connection sheet 4. The strip-shaped waterproof sheet 1 and the fixed steel plate are also joined by the strip-shaped connecting sheet 4. At this time, the band-shaped connecting sheet 4 is in a rolled state of 24,466.
It is desirable to carry a single mm piece to the construction site and lay it while deploying it. Incidentally, the bonding width of the strip-shaped connecting sheet 4 was 50 mm with the strip-shaped waterproof sheet 1 and 50 mm with the fixed steel plate 2, and was bonded with the solution-type adhesive 6. As shown in FIG. 7, in order not to bend the fixed steel plate when negative pressure is applied,
It is desirable that the joint with the fixed steel plate 2 be inside the fixture 7. Finally, the right end of the belt-like waterproof sheet 1 is drain drain gutter 1
2 and the left end is joined to the rising part 11 on the water side with the belt-shaped connecting sheet 4. As shown in FIG. 8, the left end has a width of 2
Using a 10 mm strip-shaped connecting sheet 4, 110 mm in the middle
Are formed and joined to form an expansion 5.

【0013】以上、本実施例の施工方法について説明し
たが、以下本実施例の熱膨張対策について説明する。熱
膨張影響を回避するための基本的な考え方は、長さの長
い帯状防水シートの熱膨張影響を回避するため、帯状防
水シートを直接防水すべき床に固定するのは長手方向の
片端のみとしたことである。そのため防水すべき床には
熱膨張量が小さい長さの短い固定鋼板を固定し、帯状防
水シートの幅方向の両端を伸縮性を有する帯状連結シー
トを介して固定鋼板と結合した。又長手方向の他端は帯
状連結シートを用いたエキスパンションに接続した。こ
れにより帯状防水シートの長さ方向、幅方向の熱膨張
を、伸縮性を有する帯状連結シートで吸収可能とした。
従来のシート防水屋根は、帯状防水シート自体が伸縮性
を有するものなので、いくら長くても直接防水すべき床
に固定できるのに比べ、本発明は構造上の工夫により熱
膨張影響を回避している。
The construction method according to the present embodiment has been described above, and a countermeasure against thermal expansion according to the present embodiment will be described below. The basic idea for avoiding the thermal expansion effect is that in order to avoid the thermal expansion effect of a long strip-shaped tarpaulin, the strip-shaped tarpaulin is directly fixed to the floor to be waterproofed only at one end in the longitudinal direction. It was done. Therefore, a fixed steel plate having a short thermal expansion and a short length was fixed to the floor to be waterproofed, and both ends in the width direction of the belt-shaped waterproof sheet were connected to the fixed steel plate via a stretchable band-shaped connecting sheet. The other end in the longitudinal direction was connected to an expansion using a strip-shaped connecting sheet. Thereby, the thermal expansion in the length direction and the width direction of the belt-shaped waterproof sheet can be absorbed by the elastic band-shaped connecting sheet.
The conventional sheet waterproof roof has the elasticity of the strip-shaped waterproof sheet itself, so that it can be fixed directly to the floor to be waterproofed, no matter how long it is. I have.

【0014】以下の説明は実験と計算に基づくもので、
その条件は日本建築学会の建築物荷重指針・同解説の記
載内容を適用した。まず外気温度は100年間で最も温
度差が大きかった旭川の最高温度36℃、最低温度−4
1℃を用いた。日射温度は外気温度+20℃とした。施
工時最低温度で施工後最高温度の現象は材料が座屈する
方向であり、材料に応力がかからないので、施工時最高
温度で施工後最低温度の現象について説明する。屋根の
大きさは前記実施例とし、防水すべ床は構造体なので熱
膨張しないものと仮定した。
The following description is based on experiments and calculations,
The conditions were based on the contents of the Building Architectural Guide and the commentary of the Architectural Institute of Japan. First, the outside air temperature was the highest in Asahikawa at 36 ° C and the lowest in -4, where the temperature difference was the largest in 100 years.
1 ° C. was used. The sunlight temperature was set to the outside air temperature + 20 ° C. Since the phenomenon of the lowest temperature at the time of construction and the highest temperature after construction is the direction in which the material buckles, and no stress is applied to the material, the phenomenon of the lowest temperature after construction at the maximum temperature during construction will be described. The size of the roof was the same as in the above example, and it was assumed that the waterproof floor was a structural body and did not expand thermally.

【0015】まず長さが24,466mmの帯状防水シ
ートは33mm収縮するので、エキスパンションの未接
合部110mmには30%の伸びが発生する。帯状連結
シートに30%の伸びを5000回繰り返す実験を行
い、その後の帯状連結シートに、引張強度の低下、破断
時伸び率の低下、厚み変化がないことを確認した。
First, the strip-shaped waterproof sheet having a length of 24,466 mm contracts by 33 mm, so that the unbonded portion 110 mm of the expansion expands by 30%. An experiment in which the elongation of 30% was repeated 5000 times for the strip-shaped connecting sheet was performed, and it was confirmed that the strip-shaped connecting sheet did not have a decrease in tensile strength, a drop in elongation at break, and no change in thickness.

【0016】長さが3,000mmの固定鋼板は約4m
m収縮するので両端の固定具にはそれぞれ約2mmの変
位が生じる。一般構造用軽量形鋼で高さ60mm、辺3
0mm、リップ10mm、厚さ2.3mmのリップ溝形
鋼の上辺に,野地板厚さを想定し頭が25mm出るよう
に固定具を差し、固定具の頭を±2mmの振幅で10万
回揺動する実験を行った。その結果、固定具の揺動はリ
ップ溝形鋼が下辺の付け根を支点に弾性変形することで
吸収していることが確認できた。そのため固定具は疲労
破断せず、揺動後のリップ溝形鋼からの固定具の引抜き
強度は初期強度と変わらないことも確認できた。このこ
とから、固定鋼板の長さは3,000mm程度が望まし
く、又金属下地は固定鋼板の熱膨張を弾性変形で吸収で
きる断面形状である必要性も明らかになった。
A fixed steel plate having a length of 3,000 mm is about 4 m.
As a result, the fixtures at both ends are displaced by about 2 mm. Lightweight structural steel for general structure, height 60mm, side 3
Insert a fixture into the upper side of the lip channel steel of 0 mm, lip 10 mm, and thickness 2.3 mm, assuming the thickness of the base plate so that the head comes out 25 mm, and put the head of the fixture 100,000 times with an amplitude of ± 2 mm. An oscillating experiment was performed. As a result, it was confirmed that the rocking motion of the fixture was absorbed by the lip channel steel being elastically deformed at the base of the lower side as a fulcrum. Therefore, it was also confirmed that the fixture did not undergo fatigue fracture, and that the pull-out strength of the fixture from the lip channel steel after swinging was not different from the initial strength. From this, it became clear that the length of the fixed steel plate is desirably about 3,000 mm, and that the metal base must have a cross-sectional shape capable of absorbing the thermal expansion of the fixed steel plate by elastic deformation.

【0017】接合された帯状連結シートと帯状防水シー
トや固定鋼板の間には、両者の線膨張係数の差から帯状
連結シートには1.1%の伸びが発生するが、これは前
述の30%の伸びに比べても極めて小さな値であり、な
んら問題ない。
Between the bonded strip-shaped connecting sheet and the strip-shaped waterproof sheet or fixed steel sheet, the strip-shaped connecting sheet undergoes an elongation of 1.1% due to the difference in linear expansion coefficient between the two. %, Which is an extremely small value, which is no problem.

【0018】[0018]

【発明の効果】従来のシート防水屋根に対し本発明が解
決しようとする課題であるコスト低減について説明す
る。
The cost reduction which is a problem to be solved by the present invention with respect to the conventional waterproof sheet roof will be described.

【0019】第一に、帯状防水シートにはシート防水屋
根が全面に適用している高価なポリ塩化ビニールシート
等に代え、本発明では安価な合成樹脂被覆金属を適用し
た。そして本発明では、高価なポリ塩化ビニールシート
等の適用は、帯状連結シートへの最小限に抑えた。本発
明の帯状防水シート上の合成樹脂被膜は、従来のシート
防水屋根の帯状防水シートや本発明の帯状連結シートと
同じ材質であるから、接合は従来のシート防水屋根と同
様に溶液型接着剤を使用する方法や熱風溶着による方法
が可能であり、接合強度は従来のシート防水屋根と遜色
のないことを実験的に確認した。
First, in the present invention, an inexpensive synthetic resin-coated metal is applied to the belt-shaped waterproof sheet instead of an expensive polyvinyl chloride sheet or the like whose entire surface is covered by a sheet waterproof roof. In the present invention, the application of an expensive polyvinyl chloride sheet or the like is minimized to the belt-like connecting sheet. Since the synthetic resin film on the belt-shaped waterproof sheet of the present invention is made of the same material as the belt-shaped waterproof sheet of the conventional sheet waterproof roof and the belt-shaped connecting sheet of the present invention, the bonding is performed in the same manner as the conventional sheet waterproof roof. It has been experimentally confirmed that a method using hot air welding or a method using hot air welding is possible, and that the joining strength is not inferior to that of the conventional sheet waterproof roof.

【0020】第二に本発明では帯状防水シート、すなわ
ち巻かれた状態の長尺の屋根材を適用した。前記本発明
の請求項1の実施例では、長さが24,466mmの1
枚のものでまかなっている。これにより約30%の施工
時間の短縮と帯状防水シート等の資材の削減を実現し
た。本発明は理想的には請求項1のように、帯状防水シ
ートは1本のものであることが望ましいが、事情により
少数本となることもあり得る。本発明の請求項2はその
請求項で、図9は請求項2の実施例を示す全体平面図で
あり、図10は図9のD〜D断面の立面図である。図
9、図10とも屋根が完成した状態を示すもので、帯状
防水シート1を2枚連ねた例を示す。
Second, in the present invention, a belt-shaped waterproof sheet, that is, a long roof material in a rolled state is applied. In the embodiment of the first aspect of the present invention, one of the lengths of 24,466 mm is used.
It is covered by one piece. As a result, the construction time was shortened by about 30% and materials such as a belt-shaped waterproof sheet were reduced. In the present invention, it is ideally desirable that the number of the belt-shaped waterproof sheets is one as in claim 1, but it may be a small number depending on the circumstances. FIG. 9 is an overall plan view showing an embodiment of the second aspect of the present invention, and FIG. 10 is an elevation view of a section D-D in FIG. 9 and 10 show the completed state of the roof, and show an example in which two belt-shaped waterproof sheets 1 are connected.

【0021】その施工方法は、まず図の左側の帯状防水
シート1から取り付ける。その長手方向の左端を水上側
の立ち上げ部役物11上に100mm重ねた状態とし、
右端を防水すべき床3に固定する。次に図の右側の帯状
防水シート1を取り付ける。その長手方向の右端をドレ
ン樋役物12に突き合わせ、左端を左側の帯状防水シー
ト1上に100mm重ねた状態とし、右端を防水すべき
床3に固定する。7本の帯状防水シート1全ての敷設、
固定が完了したら、帯状連結シート4による接合を行
う。右側の帯状防水シート1は、右端をドレン樋役物1
2と、左端を左側の帯状防水シート1と帯状連結シート
4で接合する。左端は中間に未接合部を設けて接合し、
エキスパンション5を形成する。未接合部長さは、伸び
が30%以下になるよう帯状防水シート1の長さにあわ
せて決定する。左側の帯状防水シート1は、左端を水上
側の立ち上げ部役物11と帯状連結シート4で接合す
る。この部分も、右側の帯状防水シート1と同じ方法で
エキスパンション5を形成する。
The construction method is as follows. First, the belt-like waterproof sheet 1 on the left side of the figure is attached. The left end in the longitudinal direction is placed 100 mm on the rising part 11 on the water surface,
The right end is fixed to the floor 3 to be waterproofed. Next, the belt-shaped waterproof sheet 1 on the right side of the figure is attached. The right end in the longitudinal direction is abutted against the drain gutter role 12, the left end is overlaid on the left band-shaped waterproof sheet 1 by 100 mm, and the right end is fixed to the floor 3 to be waterproofed. Laying of all seven strip-shaped tarpaulins 1,
When the fixing is completed, the joining with the belt-shaped connecting sheet 4 is performed. The right band-shaped tarpaulin 1 has a drain gutter 1 at the right end.
2, and the left end is joined with the left band-shaped waterproof sheet 1 and the band-shaped connecting sheet 4. The left end is joined with an unjoined part in the middle,
An expansion 5 is formed. The length of the unjoined portion is determined according to the length of the belt-shaped waterproof sheet 1 so that the elongation is 30% or less. The left side of the band-shaped waterproof sheet 1 is joined to the rising part 11 on the water side by the band-shaped connecting sheet 4. This portion also forms the expansion 5 in the same manner as the belt-shaped waterproof sheet 1 on the right side.

【0022】次に、従来のシート防水屋根に対する本発
明の耐火性能について説明する。ポリ塩化ビニル製等
は、炎を出して燃えるものではないが不燃材料ではな
い。これに対し鉄鋼は不燃材料である。よって合成樹脂
被覆金属により屋根全面を覆う本発明は、ポリ塩化ビニ
ル製等の帯状防水シートからなる従来のシート防水屋根
に比べ耐火性能が高いといえる。本発明の屋根幅方向
は、図7に示すように合成樹脂被覆金属よりなる帯状防
水シート1と固定鋼板2により全面を覆っている。パラ
ペット部分も、立ち上げ部役物と帯状防水シート間に固
定鋼板を配置するので隙間の発生はない。本発明の屋根
長手方向は、図3に示すように立ち上げ部役物11とド
レン樋役物12間やドレン樋役物12と帯状防水シート
1間は隙間が出ないように突き合わせている。図8に示
すように、エキスパンション5側の帯状防水シート1と
立ち上げ部役物11間は100mm重ねた状態としてい
る。もし突き合わせが防火性能上心配であれば、その部
分も重ねた状態とすることも可能である。
Next, the fire resistance performance of the present invention with respect to a conventional waterproof sheet roof will be described. Polyvinyl chloride is not a nonflammable material, though it does not emit flame and burn. In contrast, steel is a non-combustible material. Therefore, it can be said that the present invention, in which the entire surface of the roof is covered with the synthetic resin-coated metal, has higher fire resistance performance than a conventional sheet waterproof roof made of a belt-like waterproof sheet made of polyvinyl chloride or the like. In the roof width direction of the present invention, the entire surface is covered by a belt-shaped waterproof sheet 1 made of a synthetic resin-coated metal and a fixed steel plate 2 as shown in FIG. In the parapet portion, there is no gap because the fixed steel plate is arranged between the riser and the belt-shaped waterproof sheet. In the longitudinal direction of the roof of the present invention, as shown in FIG. 3, the rising portion 11 and the drain gutter role 12 and the drain gutter role 12 and the belt-shaped waterproof sheet 1 abut each other so that no gap is formed. As shown in FIG. 8, the band-shaped waterproof sheet 1 on the side of the expansion 5 and the rising part 11 are overlapped by 100 mm. If the match is a concern for fire protection performance, it is also possible to overlap that part.

【0023】本発明においても、合成樹脂被覆金属より
なる帯状防水シートと固定鋼板の接合等に、ポリ塩化ビ
ニル製等の帯状連結シートを使用しているが、前述のよ
うに炎を出して燃えるものではないので、帯状防水シー
トと固定鋼板の接合が完全に損なわれる心配はない。
In the present invention, a belt-like connecting sheet made of polyvinyl chloride or the like is used for joining a belt-like waterproof sheet made of a metal coated with a synthetic resin to a fixed steel plate, etc. There is no need to worry that the connection between the belt-shaped waterproof sheet and the fixed steel sheet is completely damaged.

【0024】次に本発明と類似の先行発明との相違につ
いて説明する。住宅屋根に適用されていると思われる、
本発明と同様に屋根材に合成樹脂被覆金属と伸縮性を有
する帯状連結シートを用いた不燃防水構造屋根の先行発
明として実願昭62−183199(以下引例1と呼
ぶ)、実願昭63−97668(以下引例2と呼ぶ)が
ある。
Next, the difference between the present invention and the similar prior invention will be described. It seems to have been applied to residential roofs,
Similar to the present invention, Japanese Patent Application No. 62-183199 (hereinafter referred to as Reference 1) and Japanese Patent Application No. 63-163199 describe a non-combustible waterproof structure roof using a synthetic resin-coated metal and an elastic band-shaped connecting sheet as a roof material. 97668 (hereinafter referred to as Reference 2).

【0025】本発明と引例1の相違点について説明す
る。まず合成樹脂被覆金属製の防水シートの配列につい
て説明する。本発明が屋根の長手方向に、基本的には1
枚の帯状防水シートを幅方向に所要本数配置するのに対
し、引例1は矩形防水シートを屋根の長手方向にも、幅
方向にも多数枚連ねている。そのため引例1は本発明に
比べ、高価な帯状連結シートの使用量が多く、又防水シ
ートの数が多いので施工時間が長く、コストが高い。又
防水シートの配列が異なることで熱膨張影響の解消方法
も相違しており、本発明が屋根の長手方向は一括してエ
キスパンションで、幅方向は帯状防水シート間の帯状連
結シートで解消するのに対し、引例1は矩形防水シート
の4つの側縁部下の帯状連結シートのうち2側縁部以上
は固定しないことにより、それぞれの矩形防水シート単
位に、長手方向も、幅方向も帯状連結シートで解消して
いる。次に耐火対策について説明する。引例1の難燃性
防水施工に適用した第3実施例(引例1の第4図)では
シール材の上を難燃性の帯状被覆シートで覆っている。
このように耐火対策に特別な部材を用いることは、部材
コストが増加し、施工時間の増加にもつながると考えら
れる。
The difference between the present invention and Reference 1 will be described. First, the arrangement of the synthetic resin-coated metal waterproof sheet will be described. The present invention relates to the longitudinal direction of the roof,
Whereas a required number of strip-shaped waterproof sheets are arranged in the width direction, Reference 1 has a large number of rectangular waterproof sheets both in the longitudinal direction of the roof and in the width direction. Therefore, in Reference 1, compared with the present invention, the amount of expensive band-shaped connection sheets used is large, and the number of waterproof sheets is large, so that the construction time is long and the cost is high. In addition, the arrangement of the waterproof sheets is different, and the method of eliminating the influence of thermal expansion is also different, and the present invention solves the problem by using a band-like connecting sheet between the waterproof sheets in the longitudinal direction of the roof collectively by expansion and the width direction. On the other hand, Reference 1 does not fix more than two side edges of the band-shaped connection sheet below the four side edges of the rectangular waterproof sheet, so that in each rectangular waterproof sheet unit, both the longitudinal direction and the width direction are band-shaped connection sheets. Has been resolved. Next, fireproof measures will be described. In the third embodiment (FIG. 4 of Reference 1) applied to the flame-retardant waterproofing construction of Reference 1, the sealing material is covered with a flame-retardant strip-shaped covering sheet.
It is considered that the use of a special member for fire resistance measures increases the member cost and leads to an increase in construction time.

【0026】本発明と引例2の相違点について説明す
る。引例2も、合成樹脂被覆金属製の防水シートの配列
は引例1と同じあり、本発明と比較すれば、高価な帯状
連結シートの適用量が多く、施工時間は長いのでコスト
が高い。引例2の請求項4(引例2の第13図)は防水
シート、帯状補強板、帯状連結シートの構成が本発明に
類似している。しかし引例2では防水シートと帯状補強
板間に隙間があり、これが本発明との重要な相違点であ
る。不燃材料である合成樹脂被覆金属により屋根全面を
覆う本発明に比べれば耐火性能は劣っていると考えられ
る。よって引例2では、引例1と同様に特別な部材であ
る不燃性被覆シートを取り付ける請求項7を出願してい
る。
The difference between the present invention and Reference 2 will be described. In Reference 2, the arrangement of the synthetic resin-coated metal waterproof sheet is the same as that of Reference 1, and compared to the present invention, the amount of the expensive band-shaped connecting sheet applied is large and the construction time is long, so the cost is high. Claim 4 of Reference 2 (FIG. 13 of Reference 2) is similar to the present invention in the configuration of the waterproof sheet, the belt-like reinforcing plate, and the belt-like connecting sheet. However, in Reference 2, there is a gap between the waterproof sheet and the belt-like reinforcing plate, which is an important difference from the present invention. It is considered that the fire resistance is inferior to that of the present invention in which the entire surface of the roof is covered with a synthetic resin-coated metal which is a non-combustible material. Therefore, in Reference 2, as in Reference 1, a non-combustible covering sheet, which is a special member, is applied.

【0027】以上説明したように、本発明はシート防水
屋根のコストが高いという問題を解決し、長尺屋根への
防水屋根の適用拡大を可能とした。又合成樹脂被覆金属
により屋根全面を覆う本発明は、ポリ塩化ビニル製等の
帯状防水シートからなるシート防水屋根に比べ耐火性能
が高い。又合成樹脂被覆金属はポリ塩化ビニル製等に比
べ熱膨張が少ないので、夏期のしわ発生が少なく美観も
良好である。
As described above, the present invention has solved the problem that the cost of the sheet waterproof roof is high, and has made it possible to expand the application of the waterproof roof to a long roof. In addition, the present invention, in which the entire surface of the roof is covered with a synthetic resin-coated metal, has higher fire resistance than a sheet waterproof roof made of a belt-like waterproof sheet made of polyvinyl chloride or the like. Further, since the synthetic resin-coated metal has less thermal expansion than polyvinyl chloride or the like, wrinkles are less generated in summer and the appearance is good.

【0028】又住宅屋根に適用されていると思われる、
本発明と同様に屋根材に合成樹脂被覆金属と伸縮性を有
する帯状連結シートを用いた防水構造屋根の先行技術と
比較しても、高価な帯状連結シートの使用量が少ない、
又防水シートの数が少ないので施工時間が短い等の特徴
を有するのでコストが安い。
It is also considered to be applied to the roof of a house.
Compared with the prior art of a waterproof structure roof using a synthetic resin-coated metal and elastic band-shaped connecting sheet for the roofing material as in the present invention, the amount of expensive band-shaped connecting sheet used is small,
In addition, the number of waterproof sheets is small and the construction time is short, so that the cost is low.

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

【図1】本発明の請求項1の実施例で、立ち上げ部役
物、ドレン樋役物、固定鋼板の取り付け状態までを示す
全体平面図である。
FIG. 1 is an overall plan view showing up to a mounting state of a starting part, a drain gutter, and a fixed steel plate in the first embodiment of the present invention.

【図2】図1のA〜A断面の立面図である。FIG. 2 is an elevational view of a section A-A in FIG. 1;

【図3】図1の上に帯状防水シートを敷設、固定した状
態を示す全体平面図である。
FIG. 3 is an overall plan view showing a state in which a belt-shaped waterproof sheet is laid and fixed on FIG.

【図4】図3のB〜B断面の立面図である。FIG. 4 is an elevation view of a section B-B in FIG. 3;

【図5】図3の状態の後、各所を帯状連結シートで接合
し、屋根が完成した状態を示す全体平面図である。
FIG. 5 is an overall plan view showing a state in which the roof is completed after joining the various parts with a belt-like connecting sheet after the state of FIG. 3;

【図6】図5のC〜C断面の立面図である。FIG. 6 is an elevation view of a cross section taken along the line CC of FIG. 5;

【図7】図5における帯状連結シートと帯状防水シー
ト、固定鋼板との接合の詳細を示す断面図である。
FIG. 7 is a cross-sectional view showing details of joining of the belt-shaped connecting sheet, the belt-shaped waterproof sheet, and the fixed steel plate in FIG.

【図8】図5におけるエキスパンション形成の詳細を示
す断面図である。
FIG. 8 is a cross-sectional view showing details of expansion formation in FIG.

【図9】本発明の請求項2の実施例を示す全体平面図で
ある。
FIG. 9 is an overall plan view showing a second embodiment of the present invention.

【図10】図9のD〜D断面の立面図である。FIG. 10 is an elevation view of a section D-D of FIG. 9;

【符号の説明】 1 帯状防水シート 2 固定鋼板 3 防水すべき床 4 帯状連結シート 5 エキスパンション 6 溶液型接着剤 7 固定具 8 野地板 9 金属下地 10 鉄骨 11 立ち上げ部役物 12 ドレン樋役物 13 パラペット 14 排水口[Description of Signs] 1 strip-shaped waterproof sheet 2 fixed steel plate 3 floor to be waterproofed 4 strip-shaped connecting sheet 5 expansion 6 solution type adhesive 7 fixing tool 8 field plate 9 metal base 10 steel frame 11 start-up part 12 drain gutter 13 Parapet 14 Drainage outlet

フロントページの続き (56)参考文献 特開 昭59−187946(JP,A) 特開 昭57−104758(JP,A) 特開 平7−62804(JP,A) 実開 平1−86616(JP,U) 実開 平2−18827(JP,U) 実開 平1−46322(JP,U) 実開 昭55−162629(JP,U) 実開 昭51−86622(JP,U) 特公 昭50−8253(JP,B1) (58)調査した分野(Int.Cl.7,DB名) E04D 5/04 E04B 1/94 E04D 5/14 Continuation of the front page (56) References JP-A-59-187946 (JP, A) JP-A-57-104758 (JP, A) JP-A-7-62804 (JP, A) JP-A-1-86616 (JP) , U) Japanese Utility Model No. 2-18827 (JP, U) Japanese Utility Model Application No. 1-46322 (JP, U) Japanese Utility Model Utility Model 55-162629 (JP, U) Japanese Utility Model Utility Model Utility Model 51-86622 (JP, U) Japanese Patent Application No. Sho 50-8253 (JP, B1) (58) Fields investigated (Int. Cl. 7 , DB name) E04D 5/04 E04B 1/94 E04D 5/14

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 合成樹脂被覆金属よりなる1枚の帯状防
水シートを、屋根の防水すべき床の上面に、幅方向に所
要数、所定の間隙をあけ平行に敷き並べ、該間隙より若
干幅の広い合成樹脂被覆金属よりなる固定鋼板を、前記
間隙を跨ぎその両側縁部が帯状防水シートの側縁部下部
にもぐり込むように、前記防水すべき床に固定し、前記
間隙より若干幅の広い伸縮性を有する帯状連結シート
を、その両側縁部を帯状防水シートの側端部上面に、そ
の略中央部を前記固定鋼板上面に接合し、前記帯状防水
シートの長手方向の片端は防水すべき床に固定し、他端
はエキスパンションに接続したことを特徴とする長尺屋
根の防水構造。
1. A band-shaped waterproof sheet made of a synthetic resin-coated metal is laid in parallel with a predetermined number of predetermined gaps in the width direction on the upper surface of a floor to be waterproofed on a roof, and is slightly wider than the gap. A fixed steel plate made of a synthetic resin-coated metal having a wide width is fixed to the floor to be waterproofed so that both side edges of the fixed steel plate straddle the lower portion of the side edge of the belt-shaped waterproof sheet across the gap, and are slightly wider than the gap. An elastic band-shaped connecting sheet, both side edges of which are joined to the upper surface of the side end portion of the band-shaped waterproof sheet, and a substantially central portion thereof are joined to the upper surface of the fixed steel plate, and one end in the longitudinal direction of the band-shaped waterproof sheet should be waterproof. A waterproof structure with a long roof, fixed to the floor and the other end connected to an expansion.
【請求項2】 帯状防水シートを屋根の長手方向に少数
枚連ね、それぞれの帯状防水シートは、長手方向の片端
は防水すべき床に固定し、他端はエキスパンションに接
続したことを特徴とする請求項1の長尺屋根の防水構
造。
2. A small number of belt-like waterproof sheets are connected in the longitudinal direction of the roof, and one end of each of the belt-like waterproof sheets is fixed to a floor to be waterproofed and the other end is connected to an expansion. The waterproof structure for a long roof according to claim 1.
JP35743199A 1999-12-16 1999-12-16 Waterproof structure of long roof Expired - Fee Related JP3326494B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35743199A JP3326494B2 (en) 1999-12-16 1999-12-16 Waterproof structure of long roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35743199A JP3326494B2 (en) 1999-12-16 1999-12-16 Waterproof structure of long roof

Publications (2)

Publication Number Publication Date
JP2001173171A JP2001173171A (en) 2001-06-26
JP3326494B2 true JP3326494B2 (en) 2002-09-24

Family

ID=18454096

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35743199A Expired - Fee Related JP3326494B2 (en) 1999-12-16 1999-12-16 Waterproof structure of long roof

Country Status (1)

Country Link
JP (1) JP3326494B2 (en)

Also Published As

Publication number Publication date
JP2001173171A (en) 2001-06-26

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