JPH0241619B2 - - Google Patents

Info

Publication number
JPH0241619B2
JPH0241619B2 JP58111190A JP11119083A JPH0241619B2 JP H0241619 B2 JPH0241619 B2 JP H0241619B2 JP 58111190 A JP58111190 A JP 58111190A JP 11119083 A JP11119083 A JP 11119083A JP H0241619 B2 JPH0241619 B2 JP H0241619B2
Authority
JP
Japan
Prior art keywords
waterproof
rising
sheet
reinforcing plate
presser
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 - Lifetime
Application number
JP58111190A
Other languages
Japanese (ja)
Other versions
JPS603349A (en
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 filed Critical
Priority to JP11119083A priority Critical patent/JPS603349A/en
Publication of JPS603349A publication Critical patent/JPS603349A/en
Publication of JPH0241619B2 publication Critical patent/JPH0241619B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • Floor Finish (AREA)

Description

【発明の詳細な説明】 本発明は建築物の屋上を運動場あるいは庭園等
に利用する所謂歩行屋根における、露出断熱防水
工法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an exposed insulation and waterproof construction method for so-called walking roofs where the rooftops of buildings are used for sports fields, gardens, etc.

更には、防水下地がまだ湿つた状態でも、防水
施工後に膨れなどの全く起こらない脱気性の優れ
た断熱防水施工法を提供せんとするものである。
Furthermore, it is an object of the present invention to provide a heat insulating waterproof construction method with excellent degassing properties that does not cause any blistering after waterproofing even if the waterproof base is still damp.

従来、防水工事は、アスフアルト防水工法又は
シート防水工法はコンクリート躯体等の防水下地
が乾燥している状態で行うことが標準工法として
規定されているが、実際には防水下地の種類、形
状、工期、施工時期、天候等の条件によりその状
況が様ざまであり、乾燥が不十分な、多湿状態で
防水工事が行われる例が多い。この様な防水下地
が多湿状態にある場合の防水施工は、施工後にし
ばしば防水層の膨出を惹起することがあり、かか
る膨出が屋上の美観を損うばかりでなく、歩行屋
根としての機能を低下させ、更には防水層に対す
る応力歪みから来る防水層材質の疲労劣化の原因
となる。
Conventionally, the standard method for waterproofing work is to perform asphalt waterproofing method or sheet waterproofing method when the waterproof base such as concrete frame is dry, but in reality, the type, shape, and construction period of the waterproof base The situation varies depending on the construction period, weather, and other conditions, and there are many cases where waterproofing work is performed in humid conditions with insufficient drying. Waterproofing work performed when the waterproof base is in a humid state often causes the waterproof layer to bulge after construction, and this bulge not only impairs the aesthetic appearance of the rooftop, but also impairs its functionality as a walking roof. Furthermore, it causes fatigue deterioration of the waterproof layer material due to stress strain on the waterproof layer.

この防水層の膨出現象は防水下地における過剰
水分に因る他、防水施工時に用いる接着剤に含ま
れる溶剤や水分、及び空気の巻き込み等によつて
も発生している。したがつて、この膨出を防止す
る方法も数多く提案されている。膨出防止法のひ
とつに、絶縁工法がある。絶縁工法とはシート防
水工法において、防水シートを防水下地に対して
接着剤により全面接着するのではなく、防水下地
平面部の四周辺のみを接着し、四周辺以外の広い
中央部分は防水下地に接着せず、浮かせた侭の状
態にするという工法で別名“浮かし張り工法”と
も呼ばれる。しかしこの工法の場合は防水シート
が最上層に位置する所謂露出防水工法には適して
おらず、必ず、防水シート上面に押えモルタル
や、砂利層などの押え層を必要とする。
This swelling phenomenon of the waterproof layer is caused not only by excess moisture in the waterproof base, but also by the entrainment of solvent, moisture, and air contained in the adhesive used during waterproofing construction. Therefore, many methods have been proposed to prevent this bulge. One of the methods to prevent swelling is the insulation method. What is the insulation method? In the sheet waterproofing method, the waterproof sheet is not entirely glued to the waterproof base with adhesive, but only the four peripheries of the flat part of the waterproof base are glued, and the wide center area other than the four peripheries is attached to the waterproof base. It is also called the ``Floating tension method'' because it is not glued and is left floating. However, this construction method is not suitable for the so-called exposed waterproofing construction method in which the waterproof sheet is placed on the top layer, and requires a holding layer such as mortar or gravel layer on the top of the waterproof sheet.

また、防水層の裏面に不織布や溝付発泡シー
ト、あるいは連通構造の発泡シート等の通気性材
料を積層した防水シートを用い、平場部分に脱気
用の換気用器具(ルーフベンチレーター、又はル
ーフベントと呼ばれている)を設置する方法も用
いられている。しかし乍ら、陸屋根の平場にこの
様な換気用器具を設置することは高価であるばか
りでなく、屋上の利用を目的とする歩行屋根の場
合、極めて大きな障害物となる。また積雪地の場
合、この様な換気用器具を設置すると、この換気
用器具以上に積雪がある際には融雪水が換気用器
具を逆流して、かえつて漏水の原因となる。
In addition, a waterproof sheet laminated with a breathable material such as a non-woven fabric, a grooved foam sheet, or a foam sheet with a continuous structure is used on the back side of the waterproof layer, and a ventilation device (roof ventilator or roof vent) is used in the flat area. A method is also used to install a However, installing such ventilation equipment on a flat roof is not only expensive, but also becomes an extremely large obstacle in the case of a walkable roof intended for rooftop use. Furthermore, in the case of snow-covered areas, if such ventilation equipment is installed, if there is more snow than the ventilation equipment, melted snow water will flow back through the ventilation equipment, causing water leakage.

本発明は屋上を利用する歩行屋根において、か
かる膨出問題の全くなく、且つ、上記の如き障害
や、欠点の全くない露出断熱防水工法を提供する
ためになされたもので、以下その実施の一例を図
面により説明すると、その断熱防水工法は大別次
の5つの工程によつて行われる。
The present invention has been made in order to provide an exposed insulation and waterproofing method for walking roofs that utilize rooftops, which is completely free from such bulging problems, and is free from the above-mentioned obstacles and drawbacks.The following is an example of its implementation. Explaining this using drawings, the insulation and waterproofing method is roughly divided into the following five steps.

第1工程は第4図及び第5図に示すように、立
上りスラブ面3に予め通気体取付け溝4を設けて
おき、この溝4に第6図及び第7図に示すように
脱気用通気体5を防水下地面1から立上り天端2
の下部いつぱいまで嵌着・充填する工程であつて
取付け溝4はパラペツト部のコンクリートを打設
する場合、予め立上り部3を構成する型枠に取付
け溝に相当する当て木を打ちつけておいてコンク
リートを流し込むかコンクリートを打つた後押え
モルタルを打つ際に取付け溝4に相当する当て木
を当てておいて、モルタルを打ち乾燥後、この当
て木を除去することにより設けても良い。取付け
溝4の寸法は深さ10〜15mm×幅50〜60mm程度を標
準とし、その間隔は1.0〜1.2m程度とする。
In the first step, as shown in Figs. 4 and 5, a ventilation body mounting groove 4 is provided in advance on the rising slab surface 3, and a vent mounting groove 4 is provided in this groove 4 as shown in Figs. 6 and 7. The ventilation body 5 rises from the waterproof base surface 1 and the top end 2
In the process of fitting and filling the lower part of the concrete to the fullest extent, when pouring concrete for the parapet part of the mounting groove 4, a batten corresponding to the mounting groove is nailed in advance to the formwork constituting the rising part 3. It may also be provided by applying a batten corresponding to the mounting groove 4 when pouring concrete or placing mortar after pouring concrete, and removing this batten after pouring the mortar and drying. The standard dimensions of the mounting groove 4 are about 10 to 15 mm deep x 50 to 60 mm wide, and the intervals are about 1.0 to 1.2 m.

脱気用通気体5の取付けは立上り天端2のアゴ
下から防水下地1面、即ち立上り入り隅線までい
つぱいに取付けることが肝要であり、したがつて
取付け溝4も同様に設けておく必要があり、この
通気体5は第7図に示すように取付け溝4から若
干はみ出す程度か立上り面3と平らになる厚さと
し、その幅は取付け溝4に対して押込んで取付け
るような若干溝幅より幅が広い程度が良く、通気
体5の溝4への嵌着・充填は接着剤を用いずに嵌
め込むか接着剤で接着しても良い。又、通気体5
は連続気泡構造の合成樹脂製発泡体又はフエルト
状あるいは不織布状の繊維構造体、木毛あるいは
獣毛などの粗毛構造体、ガラス繊維又は岩綿など
の無機質繊維構造体などが使用できる。
When installing the deaeration vent 5, it is important to install it all the way from the bottom of the chin of the rising top 2 to the first surface of the waterproof base, that is, to the rising corner line, and therefore the mounting groove 4 must be provided in the same way. As shown in Fig. 7, this ventilation body 5 has a thickness that slightly protrudes from the mounting groove 4 or is flat with the rising surface 3, and its width is slightly wide enough to be installed by pushing it into the mounting groove 4. The wider the width, the better, and the ventilation body 5 may be fitted and filled into the groove 4 without using an adhesive, or may be bonded with an adhesive. Also, the ventilation body 5
For example, a synthetic resin foam having an open cell structure, a felt-like or non-woven fiber structure, a coarse hair structure such as wood or animal hair, an inorganic fiber structure such as glass fiber or rock wool, etc. can be used.

第2工程は、第1の工程によつて通気体5を取
付け溝4に嵌着・充填した後、裏面に格子状の連
通溝7を有する合成樹脂製発泡断熱材6を第8図
に示すように防水下地1の上面に敷設する工程で
ある。第11図及び第12図に示す発泡断熱材
は、その一例であつて、断熱材の裏面に幅10mm、
深さ3〜5mmの格子状の連通溝7を有する厚さ25
〜30mmのもので、連通溝7の間隔は100mm前後が
良い。
In the second step, after the ventilation body 5 is fitted and filled into the mounting groove 4 in the first step, a synthetic resin foam insulation material 6 having a lattice-shaped communication groove 7 on the back side is formed as shown in FIG. This is the process of laying it on the top surface of the waterproof base 1. The foamed heat insulating material shown in Figures 11 and 12 is an example, and the back side of the heat insulating material has a width of 10 mm.
Thickness 25 with grid-like communication grooves 7 with a depth of 3 to 5 mm
~30mm, and the interval between the communicating grooves 7 should be around 100mm.

ここで重要な点は通気体5が取付けられている
立上り部の入り隅線部に対し、平行に格子溝7が
接するように断熱材を敷設することである。格子
溝間隔が狭ければ断熱材の切断面のどこを入り隅
線に当接しても良いが、格子溝7間隔の狭いもの
は、耐荷重性が悪くなり、防水下地1と接する部
分、即ち、溝7と溝7との間の凸面部が坐屈して
変形し易く、膨出防止の為の脱気効果が低下す
る。
The important point here is to lay the heat insulating material so that the lattice grooves 7 are in parallel contact with the entered corner lines of the rising portion where the ventilation body 5 is attached. If the lattice groove spacing is narrow, any part of the cut surface of the insulation material may come into contact with the corner line, but if the lattice groove 7 spacing is narrow, the load bearing capacity will be poor, and the part that contacts the waterproof base 1, i.e. , the convex surface between the grooves 7 is likely to buckle and deform, reducing the degassing effect for preventing bulges.

発泡断熱材6の中には、格子状の連通溝の他に
ダイヤ型連通溝や蜂の巣状連通溝のものもある
が、膨出防止のすぐれた耐荷重性を有する断熱材
としては本発明の例の如き格子状の連通溝のもの
が良く、入り隅線との相対的組合せも上記の平行
構造の場合が最適である。
In addition to the lattice-like communication grooves, the foam insulation material 6 also includes diamond-shaped communication grooves and honeycomb-like communication grooves, but the insulating material of the present invention has excellent load-bearing properties that prevent bulges. A lattice-like communication groove as shown in the example is preferable, and the above-mentioned parallel structure is optimal in relative combination with the corner line.

立上り入り隅線と連通溝7とを、上記の如く平
行構造になるよう断熱材6を周辺部から敷設し、
他の中央部分は連通溝7が縦又は横の部分で、何
らかの連通関係にあれば良く、必ずしも隣接断熱
材の溝が平行になる必要はない。この実施例の場
合における断熱材の寸法1×1mのものを用いて
いる。断熱材の材質はポリスチレン、ポリエチレ
ン、ポリプロピレン、塩化ビニル樹脂などの合成
樹脂が適しており、無機質発泡体の場合、ガラス
発泡体が格子溝の成形が可能であるが、現在のと
ころ、この様な用途には坐屈強度が弱く必ずしも
適していない。
The insulation material 6 is laid from the periphery so that the rising corner line and the communication groove 7 have a parallel structure as described above,
The other central portion is a portion where the communication grooves 7 are vertical or horizontal, as long as they have some kind of communication relationship, and the grooves of adjacent heat insulating materials do not necessarily have to be parallel. In this example, the heat insulating material used has dimensions of 1×1 m. Synthetic resins such as polystyrene, polyethylene, polypropylene, and vinyl chloride resin are suitable for the insulation material, and in the case of inorganic foams, glass foams can be used to form lattice grooves; It is not necessarily suitable for various applications due to its low buckling strength.

第3工程は断熱材6を敷設した後、その上面に
無機質系補強板8を全面に載置し、然る後、押え
板9及び固定ネジ10によりこれら断熱材と補強
板8とを防水下地1に固定する(第9図)工程で
ある。この無機質系補強板8は、ガラス繊維強化
石膏板、石綿スレート板、軽カル板などがあり、
厚さ及び寸法はその使用目的によつて任意に選択
される。
In the third step, after laying the heat insulating material 6, an inorganic reinforcing board 8 is placed on the entire top surface of the inorganic reinforcing board 8, and then the insulating material and the reinforcing board 8 are attached to the waterproof base using a holding plate 9 and fixing screws 10. 1 (FIG. 9). This inorganic reinforcing board 8 includes glass fiber reinforced gypsum board, asbestos slate board, light calcium board, etc.
The thickness and dimensions are arbitrarily selected depending on the intended use.

断熱材6に対する無機質系補強板8は接着剤を
用いずに、単に断熱材6上に載置するのみで良
い。
The inorganic reinforcing plate 8 for the heat insulating material 6 may be simply placed on the heat insulating material 6 without using an adhesive.

防水下地1に不陸がある場合は、むしろ断熱材
6を敷設する場合に接着剤を団子状に点付けして
仮着すると同時に下地の不陸を調整する様にし、
断熱材6の上面が平らになるように心がけるべき
である。
If the waterproof base 1 has unevenness, when laying the heat insulating material 6, apply adhesive in the form of dumplings and temporarily attach it, and at the same time adjust the unevenness of the base.
Care should be taken to ensure that the top surface of the heat insulating material 6 is flat.

補強板8を載置した後、押え板9及び固定ネジ
10によつて該断熱材6と補強板8とを防水下地
1に固定するが、押え板9は中央に固定プラグ用
の孔を有する60〜65φ、厚さ0.5〜1.0mmの円盤状
の金属板であつて、例えば3尺×6尺の補強板の
隣接目地部に45cm間隔で施工する。
After placing the reinforcing plate 8, the heat insulating material 6 and the reinforcing plate 8 are fixed to the waterproof base 1 using a holding plate 9 and fixing screws 10, and the holding plate 9 has a hole for a fixing plug in the center. It is a disk-shaped metal plate with a diameter of 60 to 65 mm and a thickness of 0.5 to 1.0 mm, and is installed at intervals of 45 cm between adjacent joints of reinforcing plates measuring, for example, 3 by 6 feet.

断熱材6も単板構造体であり、補強板8も単板
構造体であるため、相互の目地の重なりが発生す
る恐れがあるが、これは断熱材の大きさ寸法と、
補強板の寸法を勘案することにより避けることが
出来る。補強板8の載置は隣接する補強板との間
に2〜3mmの目地を設けるようにし押え板による
固定は、立上り部付近、即ち周辺部からスタート
する。
Since the insulation material 6 is also a veneer structure and the reinforcing plate 8 is also a veneer structure, there is a risk that mutual joints may overlap, but this depends on the size of the insulation material and
This can be avoided by considering the dimensions of the reinforcing plate. The reinforcing plate 8 is placed so that a joint of 2 to 3 mm is provided between adjacent reinforcing plates, and fixing by the presser plate starts near the rising portion, that is, from the peripheral portion.

押え板は補強板と補強板の目地部に打つことを
原則とするが周辺部では補強板より50〜60mmほど
入つた個所に直径5〜6mmで、防水下地に20〜30
mmの深さの孔が明くようにドリルで孔を明け、所
定長さのナイロンプラグを打ち込み、押え板9を
当接した後固定ネジ10をネジ込むことによつて
固定する。周辺部以外の部分が前記の如く2〜3
mmの間隔を有する補強板目地に対し、同様の方法
で押え板9及び固定ネジ10によつて固定する。
As a general rule, presser plates should be installed at the joints between the reinforcing plates, but in the peripheral areas, 5-6 mm in diameter should be installed at the points about 50-60 mm deeper than the reinforcing plates, and 20-30 mm in diameter should be placed on the waterproof base.
A hole is made with a drill to a depth of mm, a nylon plug of a predetermined length is driven in, and after abutting the holding plate 9, the fixing screw 10 is screwed in to fix the hole. The area other than the peripheral area is 2 to 3 as described above.
The reinforcing plate joints having an interval of mm are fixed in the same manner using the holding plate 9 and fixing screws 10.

補強板の四辺の他、補強板の中央部を1箇所、
押え板で固定し、補強板の浮きを防止する。
In addition to the four sides of the reinforcing plate, there is one place in the center of the reinforcing plate.
Fix with a holding plate to prevent the reinforcing plate from floating.

この様に押え板9及び固定ネジ10によつて防
水下地に固定した後、該押え板の上面、即ち目地
部には押え板の寸法よりも幅の広い合成樹脂製シ
ート(図示せず)を接着により全て被覆する。
After fixing to the waterproof base using the holding plate 9 and the fixing screws 10 in this way, a synthetic resin sheet (not shown) wider than the holding plate is placed on the upper surface of the holding plate, that is, at the joint area. Cover everything with adhesive.

第4工程は第3工程によつて断熱材及び補強板
を防水下地に固定した後第10図に示す如く補強
板8の上面に接着剤(図示せず)を用いて防水シ
ート11を全面接着すると同時に立上り部3に対
しては、脱気用通気体5による脱気を容易にする
ために、防水シートの当該端末部に切欠部19を
設けた後、前記と同様接着剤により接着する工程
である。この防水シート11は加硫ゴムシート、
未加硫ゴムシートなどゴム系防水シートの他、塩
化ビニルシート、EVAシート、塩素化ポリエチ
レンシートあるいはクロロスルフオン化ポリエチ
レンシート等のプラスチツク系防水シートが適し
ている。
In the fourth step, after fixing the heat insulating material and reinforcing plate to the waterproof base in the third step, as shown in FIG. At the same time, for the rising part 3, in order to facilitate deaeration by the deaeration vent 5, a notch part 19 is provided at the end part of the waterproof sheet, and then a step is performed in which the notch part 19 is bonded with an adhesive in the same manner as described above. It is. This waterproof sheet 11 is a vulcanized rubber sheet,
In addition to rubber waterproof sheets such as unvulcanized rubber sheets, plastic waterproof sheets such as vinyl chloride sheets, EVA sheets, chlorinated polyethylene sheets, or chlorosulfonated polyethylene sheets are suitable.

防水シート1は平場、即ち補強板8を施工した
面に対しては接着剤による全面接着とする。この
場合使用する接着剤は、用いる防水シートとの関
係で夫々所定の組合せによる接着剤を使用し、ク
シゴテ又は刷毛あるいはローラー等で片面又は両
面塗布法で行う。
The waterproof sheet 1 is entirely bonded with an adhesive on the flat surface, that is, the surface on which the reinforcing plate 8 is installed. In this case, the adhesive used is a predetermined combination of adhesives depending on the waterproof sheet used, and the coating is applied on one or both sides using a trowel, a brush, a roller, or the like.

立上り部3に対する防水シート11の接着に先
立つて、防水シート11が脱気用通気体5と当接
する部分の防水シート端末部は、幅60mm(通気体
の幅より若干広い幅とする)で深さ30〜40mmの切
欠部19を設けた後、パラペツト天端2のアゴ下
を10mm程度あけて防水シート11を接着する。
Prior to adhering the tarpaulin sheet 11 to the rising portion 3, the end portion of the tarpaulin sheet where the tarpaulin sheet 11 contacts the deaeration vent 5 is 60 mm wide (slightly wider than the width of the vent) and deep. After providing a notch 19 with a height of 30 to 40 mm, a waterproof sheet 11 is glued with a gap of about 10 mm below the chin of the top end 2 of the parapet.

この場合、通気体5に当接する部分は接着剤を
塗布せず、立上りスラブ面3の部分でのみ防水シ
ート11を接着しても良い。
In this case, the waterproof sheet 11 may be bonded only to the rising slab surface 3 without applying adhesive to the portion that contacts the vent 5.

第5工程は、第4工程に従つて防水シートを施
工した後、防水シートの端末を第13図乃至第1
5図に示す如く、中央部に被覆舌片13を有し、
その両側に押え片12とを有する押え金具及び通
常の押え金物Bとで固定する工程である。
In the fifth step, after constructing the tarpaulin sheet according to the fourth step, the ends of the tarpaulin sheet are
As shown in Figure 5, it has a covering tongue piece 13 in the center,
This is a step of fixing with a presser metal fitting having presser pieces 12 on both sides thereof and a normal presser metal fitting B.

この押え金具Aは中央部に被覆舌片13を有
し、その下部には外方(前面側)に水切片14を
設けると共に、その上部には面一状の平面部aを
形成し、その平面部aの両側にはこれ亦面一状の
平面部a′を突出せしめ、これら平面部a,a′の上
部に傾斜部bを介して取付面cを設けると共に、
平面部a′の下部には同様の傾斜部b′を介して押え
片12を垂下して被覆舌片13の両側に押え片1
2を形成し、該被覆舌片13の両側面から雨水の
吹込みを防止するために舌片13と略同じ長さの
側片15,15を舌片13と押え片12とにわた
つて設け、平面部a,a′の裏面に凹部を有する押
え金具Aを図示の如くT字状に形成する。この被
覆舌片13は通気体5の巾に合せた巾又は若干広
巾でかつ立上り部3における防水シート11の端
末部に設けた切欠部19よりも若干長い長さを有
するものである。この押え金具Aを通常の押え金
物Bと連結金具(図示せず)で連結して被覆舌片
13が切欠部19の前面を覆うように取付けて平
面部a′の裏面すなわち凹部20にシーリング材
(図示せず)を充填した後、上部の取付面cから
ビス16等で防水シートの端末部に固定する。こ
の際通気体と当接する部分にはシーリング材を充
填しない方が良い。
This presser fitting A has a covering tongue piece 13 in the center, a water section 14 is provided on the outside (front side) at the lower part thereof, and a flush flat part a is formed on the upper part thereof. On both sides of the plane part a, a flat plane part a' is made to project, and a mounting surface c is provided on the upper part of the plane parts a and a' via an inclined part b.
A presser piece 12 is suspended from the lower part of the flat portion a' via a similar inclined portion b', and the presser piece 12 is attached to both sides of the covering tongue piece 13.
2, and side pieces 15, 15 having approximately the same length as the tongue piece 13 are provided across the tongue piece 13 and the presser piece 12 in order to prevent rainwater from blowing in from both sides of the covering tongue piece 13. , a presser metal fitting A having a recessed portion on the back surface of the flat portions a and a' is formed into a T-shape as shown in the figure. This covering tongue piece 13 has a width that matches the width of the vent 5 or is slightly wider, and has a length that is slightly longer than the notch 19 provided at the end of the waterproof sheet 11 in the rising portion 3. This presser metal fitting A is connected to a normal presser metal fitting B using a connecting metal fitting (not shown), and the covering tongue piece 13 is attached so as to cover the front surface of the notch 19, and a sealing material is applied to the back surface of the flat part a', that is, the recess 20. (not shown), it is fixed to the end portion of the waterproof sheet from the upper mounting surface c using screws 16 or the like. At this time, it is better not to fill the part that comes into contact with the vent with sealant.

通常の押え金物Bは被覆舌片13を有さない押
え金具Aと略同じ形状、すなわち金具Aの平面部
a′と同じ平面部を有し、金具Aの傾斜部b,b′と
同じ傾斜部を上下に有し金具Aの取付面c、押え
片12と同じ取付面、押え片を有し、裏面に凹部
20と同様の凹部を有するものでアルミニウム製
又はステンレス製の金物で形成されており、その
凹部には通常シーリング材を充填した後固定ビス
で立上りスラブに固定する。この金物の下方の押
え片は必ず防水シートの端末部を押えており、そ
の位置は盛り上り部の中央に打つ固定ビスのビス
孔が防水シート端末から2〜3mmの位置になるよ
うにするのが適している。
The normal presser foot B has approximately the same shape as the presser foot A without the covering tongue piece 13, that is, the flat surface of the metal fitting A.
It has the same plane part as a', has the same slope parts b and b' of the fitting A on the top and bottom, has the same mounting surface c of the fitting A, the same mounting surface and holding piece as the holding piece 12, and has the same mounting surface and holding piece as the holding piece 12. It has a recess similar to the recess 20 and is made of aluminum or stainless steel hardware, and the recess is usually filled with a sealing material and then fixed to the rising slab with fixing screws. The lower holding piece of this hardware always holds down the end of the tarpaulin sheet, and its position should be such that the screw hole for the fixing screw inserted in the center of the raised part is 2 to 3 mm from the end of the tarpaulin sheet. is suitable.

第5工程によつて押え金具Aや通常の押え金物
Bを固定した後該金具A、金物Bと天端2のアゴ
下との空所にシーリング材18を充分に充填し、
この部分からの雨水の侵入を防止せしめる。又金
具や金物の裏面凹部に充填するシーリング材及び
前述のシーリング材18は油性コーキング剤の他
に、未加硫ブチル系シーリング剤、シリコン系シ
ーリング剤、一液又は二液性ウレタン系シーリン
グ剤など一般に用いられている弾性シーリング剤
を使用し得る。固定ビス16の頭部にもシーリン
グ材18を点づけ塗布することは有効である。
After fixing the presser metal fitting A and the ordinary presser metal fitting B in the fifth step, the space between the metal fittings A, metal fitting B and the bottom of the chin of the top end 2 is sufficiently filled with sealing material 18,
Prevent rainwater from entering from this part. In addition to the oil-based caulking agent, the sealing material to be filled into the recesses on the back of metal fittings and hardware, as well as the aforementioned sealing material 18, may include an unvulcanized butyl sealant, a silicone sealant, a one-component or two-component urethane sealant, etc. Commonly used elastomeric sealants may be used. It is effective to apply the sealant 18 also on the head of the fixing screw 16 in spots.

本発明による断熱防水工法は、格子状の連通
溝を有する合成樹脂製発泡断熱材を用いたので防
水下地からの湿気が分散し易く、防水シートの局
部的膨出の防止に有効である。立上り部に脱気
用通気体を入り隅線から天端アゴ下までいつぱい
に設置し且つ格子状連通溝を有する断熱材を、該
連通溝が立上りスラブ面と平行になるように敷設
したため、防水下地からの湿気や接着剤の溶剤、
巻込み空気などの脱気が極めて容易となり、防水
シートの膨出が完全に防止できる。該通気体部
分における防水シートは、脱気を容易にするため
に切欠部を設けると同時に、この部分からの雨水
の吹込みを防止するための通気体部用押え金物を
用いて防水シートを押えてあるので、脱気がスム
ーズに行えると共に通気体を伝わつての雨水の逆
浸入も皆無となる。通気体は特殊な形状の押出
物などは不要で、一般に市販されている連続気泡
構造の合成樹脂製発泡体が使用できる他、不織
布、フエルト、岩綿構造体など種々のものが用い
られる。などの作用効果を有するもので、極めて
有効なものであり更に通気体部の押えは従来ま
では全く用いられていない押え金具であつて、そ
の有効性は本発明の実施には勿論、脱気用として
特殊な押出成形体を用いる防水工法の端末処理に
も使用できるという効果も持つているものであ
る。
The insulation and waterproofing method according to the present invention uses a synthetic resin foam insulation material having lattice-like communication grooves, so moisture from the waterproofing base is easily dispersed, and it is effective in preventing local bulges of the waterproof sheet. A deaeration vent was installed in the rising section from the corner line to the bottom of the top chin, and a heat insulating material with lattice-like communication grooves was laid so that the communication grooves were parallel to the rising slab surface, making it waterproof. Moisture from the substrate, adhesive solvent,
It becomes extremely easy to remove trapped air, etc., and bulge of the waterproof sheet can be completely prevented. The waterproof sheet in the ventilation part is provided with a notch to facilitate deaeration, and at the same time, the waterproof sheet is held down using a presser for the ventilation part to prevent rainwater from blowing in from this part. This allows for smooth degassing and eliminates the back intrusion of rainwater through the ventilation body. There is no need for a specially shaped extrudate for the vent, and a commercially available synthetic resin foam with an open cell structure can be used, as well as various other materials such as nonwoven fabric, felt, and rock wool structures. It has the following effects and is extremely effective.Furthermore, the presser for the vent section is a presser that has not been used at all in the past, and its effectiveness is of course important for carrying out the present invention. It also has the effect that it can be used for terminal treatment in waterproofing methods that use special extruded bodies.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の断熱防水工法の実施の一例を示
すもので第1図は正面図で一部切欠する、第2図
は2−2線に沿える断面図、第3図は3−3線に
沿える断面図、第4図乃至第10図は工程図、第
11図は合成樹脂製発泡断熱材の正面図、第12
図はその底面図、第13図は要部の拡大正面図、
第14図及び第15図は14−14線及び15−
15線に沿える断面図であり、図中1は防水下
地、2は立上り天端、3は立上りスラブ、4は通
気体取付溝、5は脱気用通気体、6は合成樹脂製
発泡断熱材、7は連通溝、8は補強板、11は防
水シート、12は押え片、13は被覆舌片、14
は水切片、15は側片、Aは押え金具である。
The drawings show an example of the implementation of the insulation and waterproofing method of the present invention. Figure 1 is a front view with a part cut away, Figure 2 is a sectional view taken along line 2-2, and Figure 3 is a cross-sectional view taken along line 3-3. Figures 4 to 10 are process diagrams, Figure 11 is a front view of the synthetic resin foam insulation material, and Figure 12 is a cross-sectional view that can be followed.
The figure is a bottom view, and Figure 13 is an enlarged front view of the main parts.
Figures 14 and 15 show lines 14-14 and 15-
This is a cross-sectional view along line 15, in which 1 is the waterproof base, 2 is the rising top, 3 is the rising slab, 4 is the vent installation groove, 5 is the vent for deaeration, and 6 is the synthetic resin foam insulation. 7 is a communication groove, 8 is a reinforcing plate, 11 is a waterproof sheet, 12 is a holding piece, 13 is a covering tongue piece, 14
15 is a water section, 15 is a side piece, and A is a presser metal fitting.

Claims (1)

【特許請求の範囲】 1 次の各工程よりなることを特徴とする断熱防
水工法。 (イ) 立上りスラブ面の通気体取付溝に、脱気用通
気体を防水下地面から立上り天端の下部一杯に
嵌着・充填する工程、 (ロ) 裏面に格子状の連通溝を有する合成樹脂製発
泡断熱材を、立上りスラブ面に対して該格子溝
が平行に接するように防水下地面上に敷設する
工程、 (ハ) 前記断熱材の上面に、無機質系補強板を載置
し、然る後、これらを防水下地に固定する工
程、 (ニ) 防水シートを補強板上に接着剤で全面接着す
ると同時に、立上りスラブ面に対しては防水シ
ートの当接端末部に切欠部を設けた後、接着す
る工程、 (ホ) 中央部に通気体の巾と略同巾又は若干広巾で
かつ切欠部より若干長い被覆舌片を有し、その
両側に押え片を有する押え金物で、立上り天端
のアゴ下における防水シートの端末を固定する
工程、
[Claims] 1. A heat insulation waterproofing method characterized by comprising the following steps. (b) A process of fitting and filling the ventilator for degassing from the waterproof base surface into the ventilator mounting groove on the rising slab surface to the full extent of the lower part of the rising top; (b) Composite structure having a lattice-like communication groove on the back side. (c) placing an inorganic reinforcing plate on the top surface of the insulation material; After that, the step of fixing these to the waterproof base, (d) At the same time, the waterproof sheet is fully adhered to the reinforcing plate with adhesive, and at the same time, a notch is provided at the abutting end of the waterproof sheet for the rising slab surface. (e) A presser foot with a cover tongue piece in the center that is approximately the same width or slightly wider than the vent and slightly longer than the notch, and a presser foot piece on both sides of the cover tongue piece. The process of fixing the end of the tarpaulin sheet under the chin at the top;
JP11119083A 1983-06-20 1983-06-20 Heat insulating and waterproof construction and waterproof sheet press metal fittings used therein Granted JPS603349A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11119083A JPS603349A (en) 1983-06-20 1983-06-20 Heat insulating and waterproof construction and waterproof sheet press metal fittings used therein

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11119083A JPS603349A (en) 1983-06-20 1983-06-20 Heat insulating and waterproof construction and waterproof sheet press metal fittings used therein

Publications (2)

Publication Number Publication Date
JPS603349A JPS603349A (en) 1985-01-09
JPH0241619B2 true JPH0241619B2 (en) 1990-09-18

Family

ID=14554776

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11119083A Granted JPS603349A (en) 1983-06-20 1983-06-20 Heat insulating and waterproof construction and waterproof sheet press metal fittings used therein

Country Status (1)

Country Link
JP (1) JPS603349A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6130106B2 (en) * 2011-07-07 2017-05-17 旭化成ホームズ株式会社 Waterproof structure of external floor
JP6253438B2 (en) * 2014-02-14 2017-12-27 旭化成ホームズ株式会社 Waterproof layer repair method
JP7318849B2 (en) * 2019-11-20 2023-08-01 住ベシート防水株式会社 Seat waterproof structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56139725U (en) * 1980-03-21 1981-10-22

Also Published As

Publication number Publication date
JPS603349A (en) 1985-01-09

Similar Documents

Publication Publication Date Title
US4672787A (en) Wall system construction, parts and methods of assembly
USRE38950E1 (en) Waterproof decking method and apparatus
KR102239566B1 (en) Waterproofing structure
CA2530334C (en) Rainscreen apparatus and method
JP2920737B2 (en) Insulation waterproofing device such as veranda
JPH0241619B2 (en)
JP3908091B2 (en) Horizontal joint waterproof structure between upper and lower vertical hollow extruded cement boards
JP3454568B2 (en) Forming construction method of expansion joint insertion recess of waterproofing concrete and expansion joint.
JP3075624B2 (en) Exterior waterproof structure
JP2002303008A (en) Heat-insulating substrate device
KR101229892B1 (en) Constructing method of exterior insulation and waterproof and structure thereof
JP7187232B2 (en) Waterproof structure of eaves
JPS5832486Y2 (en) Supporting equipment for insulation boards in concrete buildings
JPS6310034Y2 (en)
KR200181977Y1 (en) A waterproof structure for use a roofing seat
JP3032401U (en) Back joint waterproof structure
JPH08144445A (en) Interior and exterior facing repair structure
JP2986224B2 (en) Construction method of folded roof cover material
JP2001011935A (en) Floor structural body
AU2004254124B2 (en) Rainscreen apparatus and method
JPH0418096B2 (en)
JPH03110244A (en) Heat insulating material to be placed around rooftop drain and external heat-insulating roof structure therewith
JPH0522572Y2 (en)
JP3029905U (en) Lightweight insulation waterproof panel
JP3034880U (en) Degassing sheet waterproof cap of balcony waterproofing method for houses