JPH0240817B2 - BOSUISEKOHO - Google Patents

BOSUISEKOHO

Info

Publication number
JPH0240817B2
JPH0240817B2 JP17819282A JP17819282A JPH0240817B2 JP H0240817 B2 JPH0240817 B2 JP H0240817B2 JP 17819282 A JP17819282 A JP 17819282A JP 17819282 A JP17819282 A JP 17819282A JP H0240817 B2 JPH0240817 B2 JP H0240817B2
Authority
JP
Japan
Prior art keywords
waterproof
adhesive
asphalt
waterproof base
holes
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
JP17819282A
Other languages
Japanese (ja)
Other versions
JPS5965153A (en
Inventor
Toshasu Takizawa
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP17819282A priority Critical patent/JPH0240817B2/en
Publication of JPS5965153A publication Critical patent/JPS5965153A/en
Publication of JPH0240817B2 publication Critical patent/JPH0240817B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は陸屋根露出防水施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 an exposed flat roof waterproofing construction method.

[従来の技術とその問題点] 従来提案のコンクリート構造物の防水層は躯体
コンクリートスラブの均一モルタル層の上に、片
面に多数の点状凸起と不特定多数の貫通孔を有す
るアスフアルトフエルト又はルーフイングを、該
凸起を下向きにして下地との間に空間が形成され
るよう積層するコンクリート構造物の防水層を形
成する施工法が有り、点状凸起を有するアスフア
ルトフエルト又はルーフイングに不特定多数の截
頭円錐状の貫通孔を穿通し、該貫通孔に次層貼着
用アスフアルトを流入貫通せしめて、均一モルタ
ル層に塗布して融合密着一体化せしめることによ
り、均一モルタル層と次層防水シートにより片面
に多数の点状凸起と不特定多数の貫通孔をもつア
スフアルトフエルト又はルーフイングを挟着する
施工法が有つた。
[Prior art and its problems] The waterproof layer of the concrete structure proposed in the past is made of asphalt felt or asphalt felt, which has a large number of dotted protrusions and an unspecified number of through holes on one side, on a uniform mortar layer of the concrete slab. There is a construction method that forms a waterproof layer for a concrete structure in which roofing is laminated with the convexities facing downward to form a space between them and the base. An unspecified number of truncated cone-shaped through-holes are drilled through the through-holes, and asphalt for adhering the next layer is allowed to flow through the through-holes, and the asphalt for adhering the next layer is applied to the uniform mortar layer to fuse and integrate it. There is a construction method in which asphalt felt or roofing, which has many point-like protrusions and an unspecified number of through holes on one side, is sandwiched between layered waterproof sheets.

上記の点状凸起と貫通孔有るルーフイングを製
造するには多大の機械の改良費並に工夫が必要で
現在の機械では凸起物をアスフアルトで付けたシ
ートを巻取る時凸起物が有るため巻取るローラー
の圧力と引力でシートが破断され製造すること不
可能で今日まで製造発売されてない。
In order to manufacture roofing with the above-mentioned dot-like protrusions and through-holes, a large amount of machine improvement costs and ingenuity are required. Because of this, the sheet breaks due to the pressure and attraction of the rollers that take it up, making it impossible to manufacture and it has not been manufactured and sold to this day.

陸屋根露出防水層は躯体の防水下地よりの太陽
熱等による温度の上昇により発散する湿気体と水
分の滲出が有り、防水下地に防水シートを接着す
る接着剤と防水下地との界面剥離を防止すること
がまづ第一要件で有り、更に空間の湿気空気の膨
張を分散させねば、必ず部分的にふくれ、剥れ、
漏水する欠点が有つた。新築後2年間は躯体に含
水多きこと公知であるので、躯体の防水下地より
発散する湿気体と水分の滲出が多くて、上述の通
り界面剥離や部分的ふくれ、剥れ、漏水等の欠点
が多く問題であつた。
The exposed waterproof layer on a flat roof has moisture emanating from the waterproof base of the building structure due to the rise in temperature due to solar heat, etc., and moisture oozes out, so it is necessary to prevent the interface peeling between the adhesive that adheres the waterproof sheet to the waterproof base and the waterproof base. This is the first requirement, and if the expansion of the humid air in the space must be dispersed, it will inevitably swell partially, peel, or
It had the drawback of water leakage. It is well known that the building frame contains a lot of water for two years after a new building is built, so there is a lot of moisture emitted from the waterproof base of the building structure and seepage of moisture, which causes disadvantages such as interfacial delamination, partial blistering, peeling, and water leakage as mentioned above. There were many problems.

例えば前記提案のルーフイング(凸起物、貫通
孔)により施工すると、躯体に凸起物の無い平坦
な防水下地にそのルーフイング(凸起物、貫通
孔)を凸起物を下にして載置し、次層ルーフイン
グを水分の滲出に対し接着力零になり剥離するよ
うなアスフアルト接着剤にて流し貼りして、該貫
通孔にアスフアルト接着剤を流入躯体防水下地に
接着するので、太陽熱等による露出防水層の温度
の上昇で防水下地より湿気体と空気の膨張と水分
の滲出にて防水下地とアスフアルト接着剤との界
面剥離が生じ、その結果防水層が防水下地と剥離
することになり強風にて飛ばされたり漏水するこ
と確実である。
For example, when constructing using the roofing (projections, through holes) proposed above, the roofing (projections, through holes) is placed with the projections facing down on a flat waterproof base with no projections on the structure. Then, the next layer of roofing is poured and pasted with an asphalt adhesive that has zero adhesive strength and peels off when water seeps out, and the asphalt adhesive is poured into the through hole and adhered to the waterproof foundation of the building structure, so it will not absorb solar heat. When the temperature of the exposed waterproof layer increases due to such factors, moisture and air expand from the waterproof base, and water oozes out, causing interfacial separation between the waterproof base and the asphalt adhesive, resulting in the waterproof layer separating from the waterproof base. It is certain that it will be blown away by strong winds or leak water.

尚アスフアルト接着剤の性状から見てコンクリ
ートモルタルの様な表面組織が緻密な物との接着
は剥離しやすいこと公知である。且つ陸屋根防水
下地には1/100以上の水切り勾配が有り水平定規
を使い調べると凸凹部により仕上つて居る場合が
多く、ルーフイングはシートの片側あるいは両側
又中央部側に多少の弛み等有る場合が有り以上の
悪条件にて防水下地とルーフイングの凸起物の頂
点との間に全面的に間隙が出来て、貫通孔に次層
ルーフイングをアスフアルト接着剤にて流し貼り
した時のアスフアルト接着剤が流入した時、諸悪
条件の他に防水下地に凸起物が無いため高部より
低部に流れ凸部より凹部に流れ溜まり貫通孔のみ
の防水下地と接着する確かな絶縁(通気性の有
る)施工が出来無い欠点が有る。施工に際しアス
フアルト接着剤の溶融温度を普通施工温度280度
Cを250度Cにして施工しても防水下地が平坦の
ため流動状態は同じである。太陽熱等による露出
防水層の温度の上昇による防水下地よりの湿気水
分の滲出にも防水下地と接着剤の界面剥離しない
様な接着剤が第一に必要で次に気体の膨張を分散
させるには連続した空間部(通気性)が必要で有
る。それには貫通孔(防水下地に点状)の部分の
みの強固なる接着が必要であり、この点従来の提
案の工法では出来ない欠点が有つた。
In view of the properties of asphalt adhesives, it is known that they tend to peel off when bonded to materials with dense surface structures such as concrete mortar. In addition, the waterproof base of a flat roof has a drainage slope of 1/100 or more, and when inspected using a horizontal ruler, it is often found that it is finished with uneven parts, and roofing has some slack on one side, both sides, or the center of the sheet. Under such adverse conditions, a gap was created between the waterproof base and the top of the roofing's convexity, and the asphalt was removed when the next layer of roofing was poured into the through hole with asphalt adhesive. When the adhesive flows in, in addition to various adverse conditions, there are no protrusions on the waterproof base, so it flows from the high part to the low part, flows from the convex part to the concave part, and collects in the concave part.It is a reliable insulation (breathable ) There is a drawback that construction is not possible. Even if the melting temperature of the asphalt adhesive is changed from the normal construction temperature of 280 degrees Celsius to 250 degrees Celsius during construction, the flow state will remain the same because the waterproof base is flat. First of all, it is necessary to have an adhesive that will not peel off at the interface between the waterproof base and the adhesive even when moisture oozes out from the waterproof base due to an increase in the temperature of the exposed waterproof layer due to solar heat, etc. Second, to disperse the expansion of gas A continuous space (ventilation) is required. This required strong adhesion only at the through-holes (dots on the waterproof base), which was a drawback that could not be achieved with the previously proposed method.

そこで、従来から一般に市販されている製品を
使用して安価に施工することができ、発散する湿
気体と水分の滲出が有る防水下地に防水シートを
接着する接着剤と防水下地との界面剥離を完全に
防止し、貫通孔の部分のみで防水下地と防水シー
トを接着して防水下地と防水シートとの間に空間
部を形成し、当該空間部の湿気と空気の膨張を分
散させて部分的に生ずるふくれ、剥れ、漏水を防
止し、更に次層防水シートの接着も完全であり、
複合的に防水効果が有り防水施工を完全とする防
水施工法を提供することを目的とする。
Therefore, it has been possible to perform construction at low cost using commonly available products, and it is possible to prevent the interfacial peeling between the waterproof base and the adhesive that adheres the waterproof sheet to the waterproof base, where there is emanating moisture and moisture seepage. Completely prevent this, and glue the waterproof base and waterproof sheet only at the through-holes to form a space between the waterproof base and the waterproof sheet, and disperse moisture and air expansion in the space to partially seal the waterproof base and waterproof sheet. It prevents blistering, peeling, and water leakage that may occur in the water, and also ensures perfect adhesion of the next layer of waterproof sheet.
The purpose of the present invention is to provide a waterproofing construction method that has a composite waterproofing effect and completes waterproofing construction.

[問題点を解決するための手段] 上記問題点を解決し、発明の目的を達成するた
め、本発明に係る防水施工法は次のように構成し
たことを特徴とする。すなわち、防水下地1の上
に合成樹脂系接着剤2を塗布する第1工程と、そ
の上に大小凸起物3,3′を混合してその一部を
没入し、且つ次に置かれる防水シート5との間に
連続した空間部8が形成されるよう散布接着固定
する第2工程と、その上に多数の貫通孔4を穿通
した防水シート5を置く第3工程と、該貫通孔4
に上部に積層する次層防水シート6の貼着用アス
フアルト接着剤7を流入貫通せしめて防水下地1
上の接着剤層上に散布接着した大小凸起物3,
3′に固着せしめる第4工程と、前記貼着用アス
フアルト接着剤7にて前記次層防水シート6を貼
着する第5工程とによりなることを特徴としたも
のである。なお貫通孔4を下拡りの内壁膨化孔9
としてもよい。
[Means for Solving the Problems] In order to solve the above problems and achieve the object of the invention, the waterproofing method according to the present invention is characterized by being configured as follows. That is, the first step is to apply the synthetic resin adhesive 2 on the waterproof base 1, and then mix large and small convex objects 3, 3' on top of it and partially immerse it, and then apply the waterproof adhesive 2 on top of the waterproof base 1. a second step of spraying and adhering the sheet 5 to form a continuous space 8; a third step of placing the waterproof sheet 5 with a large number of through holes 4 thereon;
The asphalt adhesive 7 for attaching the next layer waterproof sheet 6 to be laminated on top of the waterproof base 1 is passed through the waterproof base 1.
Large and small convex objects 3 scattered and adhered on the upper adhesive layer,
3', and a fifth step of adhering the next layer waterproof sheet 6 with the asphalt adhesive 7. Note that the through hole 4 is a downwardly expanding inner wall swelling hole 9.
You can also use it as

第1工程は、防水下地1の上に合成樹脂系接着
剤2を塗布する工程である。防水下地の上に合成
樹脂系接着剤2を塗布して有るので防水下地に塗
布して1度乾燥固定した後は防水下地よりの水分
の滲出が有つても引張り強度を保ち防水下地と合
成樹脂系接着剤とは界面剥離せず防水施工を完全
とする。ここで、合成樹脂系接着剤2には、エポ
キシ系樹脂接着剤等の合成樹脂系接着剤のほか、
合成ゴム系の接着剤をも含むものである。
The first step is a step of applying a synthetic resin adhesive 2 onto the waterproof base 1. Synthetic resin adhesive 2 is applied on top of the waterproof base, so once it is applied to the waterproof base and dried and fixed, it maintains its tensile strength even if water oozes out from the waterproof base and the synthetic resin is bonded to the waterproof base. With adhesives, it does not peel off at the interface and provides complete waterproofing. Here, the synthetic resin adhesive 2 includes, in addition to synthetic resin adhesives such as epoxy resin adhesive,
It also includes synthetic rubber adhesives.

第2工程は、第1工程で形成された接着剤層の
上に大小凸起物3,3′を混合してその一部を没
入し、且つ次に置かれる防水シート5との間に連
続した空間部8が形成されるよう散布接着固定す
る工程である。凸起物3,3′には、砕石、小石、
豆砂利その他有機質、無機質の凸起物を用いるも
のとし、大小の凸起物3,3′を適量混合して、
接着剤層の上に散布接着固定する。実施例とし
て、大の凸起物は約6mm、小の凸起物は約2mm程
度を良しとする。
In the second step, large and small convex objects 3 and 3' are mixed on the adhesive layer formed in the first step, a part of which is immersed, and a continuous layer is formed between the waterproof sheet 5 and the waterproof sheet 5 to be placed next. This is a step of spreading adhesive and fixing so that a space 8 is formed. The protrusions 3 and 3' include crushed stones, pebbles,
Pea gravel and other organic and inorganic raised materials are used, and an appropriate amount of large and small raised materials 3 and 3' are mixed together.
Spray and fix on the adhesive layer. As an example, a large convex object should be about 6 mm, and a small convex object should be about 2 mm.

第3工程は、第2工程で形成した大小凸起物
3,3′上に多数の貫通孔4を穿通した防水シー
ト5を置く工程である。貫通孔の大きさは例えば
直径30mmのものを、1mにつき144個形成した場
合等を挙げることができる。
The third step is a step of placing a waterproof sheet 5, which has a large number of through holes 4, on the large and small convex objects 3, 3' formed in the second step. For example, the size of the through holes may be 30 mm in diameter, and 144 through holes may be formed per 1 m.

また第4工程は、第3工程で置かれた防水シー
ト5の貫通孔4に、上部に積層する次層防水シー
ト6の貼着用アスフアルト接着剤7を流入貫通せ
しめて防水下地1上の接着剤層上に散布接着した
大小凸起物3,3′に固着せしめる工程である。
Further, in the fourth step, the asphalt adhesive 7 for pasting the next layer waterproof sheet 6 to be laminated on top is allowed to flow through the through holes 4 of the waterproof sheet 5 placed in the third step, and the adhesive on the waterproof base 1 is passed through. This is a step of fixing the large and small convex objects 3 and 3' that have been sprayed and adhered onto the layer.

接着剤層の上の大小凸起物3,3′がその一部
を接着剤層に没入し、且つ次に置かれる防水シー
ト5との間に連続した空間部8が形成されるよう
散布接着固定されているので、防水下地1と防水
シート5との間の空間の湿気と空気の膨張を分散
させて部分的に生ずるふくれ、剥れ、漏水を防止
する。更に防水シート5の貫通孔4に、上部に積
層する次層防水シート6の貼着用アスフアルト接
着剤7を流入貫通せしめて防水下地1上の接着剤
層上に散布接着した大小凸起物3,3′に固着せ
しめてあるので、次層防水シートの接着も完全で
ある。
Scatter adhesive is applied so that the large and small convex objects 3 and 3' on the adhesive layer are partly immersed in the adhesive layer, and a continuous space 8 is formed between the waterproof sheet 5 and the next placed waterproof sheet 5. Since it is fixed, moisture and air expansion in the space between the waterproof base 1 and the waterproof sheet 5 are dispersed to prevent blistering, peeling, and water leakage that occur locally. Further, the asphalt adhesive 7 for adhering the next layer waterproof sheet 6 to be laminated on top of the waterproof sheet 5 is passed through the through hole 4 of the waterproof sheet 5, and the large and small convex objects 3 are spread and adhered onto the adhesive layer on the waterproof base 1. 3', the adhesion of the next layer waterproof sheet is also perfect.

また従来の施工法では、防水下地に凸起物が無
いため、アスフアルト接着剤が高部より低部に流
れ、凸部より凹部に流れて溜まり、貫通孔の部分
のみで防水下地と接着させるという通気性の有る
施工が出来なかつた。施工に際しアスフアルト接
着剤の溶融温度を普通施工温度280度Cを250度C
にして施工しても防水下地が平坦のため流動状態
は同じで通気性の有る施工が出来なかつた。しか
し本発明によれば、貫通孔の部分のみで防水下地
と接着させることができる。これは、防水下地に
多数の大小凸起物が固定されているので、当該凸
起物によりアスフアルト接着剤の横流れが妨げら
れるためである。
In addition, in the conventional construction method, since there are no protrusions on the waterproof base, the asphalt adhesive flows from the high parts to the low parts, and from the convex parts to the concave parts, where it collects and is bonded to the waterproof base only at the through-holes. It was not possible to construct the building with ventilation. During construction, the melting temperature of asphalt adhesive should be changed from the normal construction temperature of 280 degrees C to 250 degrees C.
Even when the waterproofing was done, the fluid state remained the same because the waterproof base was flat, so it was not possible to create a breathable construction. However, according to the present invention, it is possible to adhere to the waterproof base only at the through-hole portion. This is because a large number of large and small convex objects are fixed to the waterproof base, and these convex objects prevent the asphalt adhesive from flowing horizontally.

なお防水シート5に設ける貫通孔4を下拡りの
内壁膨化孔9とした場合には、貼着用アスフアル
ト接着剤7が更に強固に固着する。
In addition, when the through-hole 4 provided in the waterproof sheet 5 is made into a downwardly expanding inner wall expansion hole 9, the asphalt adhesive 7 for pasting is more firmly fixed.

第5工程は、第4工程で形成された前記貼着用
アスフアルト接着剤7にて前記次層防水シート6
を貼着する工程である。かくして本発明に係る防
水施工法が完了する。
In the fifth step, the next layer waterproof sheet 6 is applied with the asphalt adhesive 7 formed in the fourth step.
This is the process of pasting. Thus, the waterproofing construction method according to the present invention is completed.

次層防水シート6を砂付ルーフイングにするこ
ともでき、又は以下常法により所望の層をこの上
に積層することも出来る。接着剤はアスフアルト
接着剤と合成樹脂系接着剤(例えばエポキシ系樹
脂接着剤)を併用する。
The next layer waterproof sheet 6 can be a roofing sheet with sand, or a desired layer can be laminated thereon by a conventional method. As the adhesive, an asphalt adhesive and a synthetic resin adhesive (for example, an epoxy resin adhesive) are used in combination.

防水シート5,6にはアスフアルト系ルーフイ
ング又はアスフアルトフエルトとゴムアスフアル
ト系ルーフイング又はアスフアルトフエルトを単
独に使用するか併用するも良い。
For the waterproof sheets 5 and 6, asphalt roofing or asphalt felt and rubber asphalt roofing or asphalt felt may be used alone or in combination.

上記のように、防水下地1の上に合成樹脂系接
着剤2を塗布して有るので防水下地に塗布して1
度乾燥固着した後は防水下地1よりの水分の滲出
が有つても引張り強度を保ち防水下地1と合成樹
脂系接着剤2とは界面剥離しない。よつて合成樹
脂系接着剤2にて接着された大小凸起物3,3′
は強固に接着されてるその上に貫通孔有る防水シ
ート5を載置し、上層防水シート6を加熱溶融し
た貼着用アスフアルト接着剤7をもつて流し貼り
しその際貫通孔有る防水シート5の貫通孔より流
入した上層防水シート貼着用アスフアルト接着剤
7は投錨的に大小凸起物3,3′に強固に接着す
る。よつてアスフアルト接着剤7自体が破壊(凝
集破壊)しても大小凸起物3,3′と合成樹脂系
接着剤2は防水下地1より界面剥離しない。施工
に際し防水下地1に接着された凸起物3,3′は
大小の差が空間部となる。
As mentioned above, the synthetic resin adhesive 2 is applied on the waterproof base 1, so apply it to the waterproof base 1.
After drying and fixing, even if moisture oozes out from the waterproof base 1, the tensile strength is maintained and the waterproof base 1 and the synthetic resin adhesive 2 do not peel off at the interface. Therefore, large and small convex objects 3 and 3' are bonded with synthetic resin adhesive 2.
The waterproof sheet 5 with through holes is placed on top of the waterproof sheet 5 which is firmly adhered, and the upper layer waterproof sheet 6 is poured and pasted with asphalt adhesive 7 which is heated and melted. The asphalt adhesive 7 for adhering the upper waterproof sheet, which has flowed through the hole, firmly adheres to the large and small convex objects 3 and 3' like an anchor. Therefore, even if the asphalt adhesive 7 itself breaks (cohesive failure), the large and small protrusions 3, 3' and the synthetic resin adhesive 2 will not separate from the waterproof base 1 at the interface. The difference in size of the protrusions 3, 3' bonded to the waterproof base 1 during construction becomes a space.

尚防水下地1の勾配凸凹部と次に置かれる貫通
孔有る防水シート5との間に間隙が有つても次層
防水シート6を流し貼り施工すれば貫通孔有る防
水シート5の貫通孔より流入したアスフアルト接
着剤7は連続した大小凸起物3,3′にて横流れ
を防止出来、通気性を損じない理想の貫通孔のみ
接着の絶縁工法が出来る。更に防水下地1に合成
樹脂系接着剤2が塗布して有るので複合的に防水
効果が有り防水施工を完全とする。
Even if there is a gap between the slope uneven part of the waterproof base 1 and the next waterproof sheet 5 with through holes, if the next layer waterproof sheet 6 is poured and pasted, water will flow through the through holes of the waterproof sheet 5 with through holes. The asphalt adhesive 7 can be prevented from flowing sideways by the continuous large and small protrusions 3, 3', and an insulating method of gluing only ideal through-holes that does not impair air permeability can be achieved. Furthermore, since the synthetic resin adhesive 2 is applied to the waterproof base 1, there is a composite waterproofing effect and the waterproof construction is completed.

[実施例] 使用材料 大の凸起物3は約6mm、小の凸起物3′は約2
mm程度のもので、重量比は大50%、小50%程度の
ものを使用した。この場合に、最も理想の連続し
た空間部が生じた。
[Example] Materials used: Large convex object 3 is approximately 6 mm, small convex object 3' is approximately 2 mm.
The size of the particles was approximately 50 mm, and the weight ratio was approximately 50% large and 50% small. In this case, the most ideal continuous space was created.

合成樹脂接着剤2はエポキシ系樹脂接着剤を使
用した。
As the synthetic resin adhesive 2, an epoxy resin adhesive was used.

貫通孔4有る防水シート5として、アスフアル
トフエルトを使用した。当該アスフアルトフエル
トは、グラスフアイバー芯材のもので、厚さ1
mm、孔の直径30mm、1m2当り144ケ、面積比9.5%
のもである。
Asphalt felt was used as the waterproof sheet 5 having through holes 4. The asphalt felt has a glass fiber core and has a thickness of 1
mm, hole diameter 30mm, 144 holes per 1m2 , area ratio 9.5%
It's also.

特種ブローンアスフアルトの凝集破壊(アスフ
アルト自体の引張り強さ)を調べると引張りの強
さは温度50度Cで約3Kg/cm2であり、防水下地と
接着剤との界面剥離が無ければこの貫通孔有るア
スフアルトフエルトを使用して強風にも防水層は
剥離しない。(別にメーカーより販売されている
露出工法用としてJIS A6023の2種が発売されて
居り、形体が違うが孔の直径30mm、1m2当り144
ケ、孔の面積比9.5%と略同じである。
When examining the cohesive failure (tensile strength of the asphalt itself) of special blown asphalt, the tensile strength is approximately 3 kg/cm 2 at a temperature of 50 degrees C, and if there is no interfacial peeling between the waterproof base and adhesive, this through-hole Using asphalt felt, the waterproof layer will not peel off even in strong winds. (Separately, there are two types of JIS A6023 for the exposed method sold by a manufacturer, and although they have different shapes, the hole diameter is 30 mm and the hole diameter is 144 mm per 1 m2 .
The area ratio of pores is approximately the same as 9.5%.

アスフアルト接着剤7は特種ブローンアスフア
ルトを使用した。
Asphalt adhesive 7 used special blown asphalt.

次層防水シート6は砂付ルーフイングを使用し
た。
The next layer waterproof sheet 6 used roofing with sand.

防水下地の勾配は1/100の条件である。 The slope of the waterproof base is 1/100.

以上の条件及び材料で次の通り施工した。躯体
コンクリートモルタル層上の防水下地1の上にエ
ポキシ系樹脂接着剤2を塗布する。その上に大小
凸起物3,3′を混合してその大小凸起物の1部
を没入し且つ次に置かれる(貫通孔)アスフアル
トフエルトとの間に連続した空間部が形成される
よう散布接着固定する。その上に多数貫通孔4を
穿通したアスフアルトフエルト5を置く。次層砂
付ルーフイング6を加熱溶融した貼着用特種ブロ
ーンアスフアルト7にて流し貼りする。該貫通孔
4に加熱溶融した貼着用特種ブローンアスフアル
ト7が流入貫通し、防水下地1上の接着剤2層上
に散布接着した大小凸起物3,3′に、貼着用特
種ブローンアスフアルト7が固着する。なお次層
砂付ルーフイング6は施工に際し勾配部の下部よ
り上部に向つて流し貼りした。
Construction was carried out as follows under the above conditions and materials. An epoxy resin adhesive 2 is applied on the waterproof base 1 on the concrete mortar layer of the building frame. Large and small convex objects 3 and 3' are mixed on top of it so that a part of the large and small convex objects is immersed and a continuous space is formed between it and the asphalt felt that will be placed next (through hole). Spread adhesive and fix. Asphalt felt 5 having a large number of through holes 4 is placed thereon. The next layer of sanded roofing 6 is poured and pasted using special blown asphalt 7 for pasting which is heated and melted. The special blown asphalt 7 for adhesion that has been heated and melted through the through hole 4 flows through the through hole 4, and the special blown asphalt 7 for adhesion is applied to the large and small convex objects 3 and 3' that have been sprayed and bonded on the two layers of adhesive on the waterproof base 1. stick. During construction, the next layer of sand-covered roofing 6 was poured from the bottom to the top of the slope.

[発明の効果] 本発明に係る防水施工法は上記のように構成さ
れているので、従来から一般に市販されている製
品を使用して安価に施工することができ、発散す
る湿気体と水分の滲出が有る防水下地に防水シー
トを接着する接着剤と防水下地との界面剥離を完
全に防止し、貫通孔の部分のみで防水下地と防水
シートを接着して防水下地と防水シートとの間に
空間部を形成し、当該空間部の湿気空気の膨張を
分散させて部分的に生ずるふくれ、剥れ、漏水を
防止し、更に次層防水シートの接着も完全であ
り、複合的に防水効果が有り防水施工を完全とす
る効果を有する。
[Effects of the Invention] Since the waterproofing construction method according to the present invention is configured as described above, it can be constructed at a low cost using conventionally commercially available products, and can reduce the amount of moisture that evaporates and moisture. It completely prevents the interfacial separation between the adhesive used to adhere a waterproof sheet to a waterproof base that oozes and the waterproof base, and allows the waterproof base and waterproof sheet to be bonded only at the through-holes, creating a space between the waterproof base and the waterproof sheet. It forms a space and disperses the expansion of moist air in the space to prevent blistering, peeling, and water leakage that may occur locally, and the adhesion of the next layer waterproof sheet is also perfect, resulting in a composite waterproof effect. Yes, it has the effect of perfecting waterproof construction.

更に本発明の効果について述べると、次の通り
の通りである。防水下地とエポキシ系樹脂接着剤
(大小凸起物を含む)は防水下地よりの水分の滲
出により界面剥離しない。又貫通孔より流入した
特種ブローンアスフアルトが大小凸起物に接着し
た状態をテストした。石綿スレート1m2角板(防
水下地)に上記同じ施工法で施工したものを水中
に投入し石綿スレート(防水下地)全部に水分が
浸透した状態で貫通孔の有るアスフアルトフエル
トと上層の砂付ルーフイングを共に持つて強力に
引張り剥離せしめると、防水下地とエポキシ樹脂
系接着剤は界面剥離せず、大小凸起物も剥離しな
かつた結果、上層の砂付ルーフイングを特種ブロ
ーンアスフアルトで流し貼りした特種ブローンア
スフアルトの凝集破壊であつた。
The effects of the present invention will be further described as follows. The waterproof base and epoxy resin adhesive (including large and small convexities) do not peel off at the interface due to moisture seepage from the waterproof base. We also tested the adhesion of special blown asphalt that flowed in through the through holes to large and small convex objects. A 1m square board of asbestos slate (waterproof base) was constructed using the same construction method as above and placed in water, and with water permeating all of the asbestos slate (waterproof base), asphalt felt with through holes and a roof with sand on the upper layer were created. When the waterproof base and epoxy resin adhesive did not peel off at the interface, nor did any large or small protrusions peel off, the upper layer of the roofing with sand was pasted with special blown asphalt. This was a cohesive failure of a special type of blown asphalt.

尚貫通孔より流入した特種ブローンアスフアル
トは連続した大小凸起物により横流れが防止で
き、孔の直径30mmより少しにじむ程度で通気性を
全く損じなかつた。従来の技術にて石綿スレート
1m2角を防水下地として(貫通孔凸起物)ルーフ
イングを凸起物を下にして載置し、次層ルーフイ
ングを貼着用アスフアルト接着剤にて流し貼りし
て該貫通孔にアスフアルト接着剤を流入せしめて
石綿スレート(防水下地)に接着したものを、水
中に投入し石綿スレート(防水下地)全部に水分
が浸透した状態で(貫通孔凸起物)ルーフイング
と次層ルーフイングを共に持つて引張ると、スレ
ート板(防水下地)に接着せしめた次層貼着用ア
スフアルト接着剤とスレート板(防水下地)とは
界面剥離して簡単に剥離した。尚貫通孔より流入
したアスフアルト接着剤は通気性を損じる横流れ
状態で有つた。
The special type of blown asphalt that flowed through the through-hole was prevented from flowing sideways by the continuous large and small convex objects, and the air permeability was not impaired at all as the blown asphalt smeared slightly under the diameter of the hole of 30 mm. Using conventional technology, 1 m square of asbestos slate was used as a waterproof base (through-hole convexities), and the roofing was placed with the convexities facing down, and the next layer of roofing was poured and pasted using asphalt adhesive. The asphalt adhesive is flowed into the through-hole and adhered to the asbestos slate (waterproof base), and then the asphalt adhesive is poured into water and the asphalt slate (waterproof base) is completely soaked with water (through-hole protrusion). When the roofing and the next layer roofing were held together and pulled, the asphalt adhesive for adhering the next layer to the slate board (waterproof base) and the slate board (waterproof base) separated at the interface and were easily peeled off. The asphalt adhesive that flowed through the through holes was in a lateral flow state that impairs air permeability.

躯体コンクリートモルタル層上に水分の滲出に
も剥離しないエポキシ系樹脂接着剤を塗布し、大
小凸起物を固着せしめたものでは、防水下地とエ
ポキシ系樹脂接着剤との界面剥離が無く、大小凸
起物も強固に接着されて、その上に施工された防
水層は水分の滲出にもふくれ剥離漏水が無い。従
来の技術工法では防水下地に直接水分の滲出で接
着力零になるようなアスフアルト接着剤で施工し
ているので、防水層は防水下地より剥離し、ふく
れ漏水した。本発明は防水下地に連続した大小凸
起物を接着して有るので、(貫通孔)アスフアル
トフエルトを置きその上に次層砂付ルーフイング
を貼着用特種ブローンアスフアルトにて流し貼り
し該貫通孔に貼着用特種ブローンアスフアルトが
流入し、大小凸起物に固着する際大小凸起物と
(貫通孔)アスフアルトフエルトとの間に間隙が
有つても特種ブローンアスフアルトの横流れが無
く確実な貫通孔のみの絶縁施工が出来た。
When an epoxy resin adhesive that does not peel off even when water oozes out is applied to the concrete mortar layer of the building frame, and large and small convexities are fixed, there is no interfacial peeling between the waterproof base and the epoxy resin adhesive, and large and small convexities are fixed. The material is also firmly bonded, and the waterproof layer applied on top of it will not swell or peel or leak even when moisture seeps out. In the conventional technical construction method, the waterproof layer was applied to the waterproof base using an asphalt adhesive that loses adhesive strength due to leaching of water directly, so the waterproof layer peeled away from the waterproof base, causing blistering and water leakage. In the present invention, continuous large and small convex objects are adhered to the waterproof base, so asphalt felt is placed on the (through-hole) and the next layer of sanded roofing is poured with special blown asphalt for adhering the through-hole. When the special blown asphalt for adhesion flows in and adheres to large and small convex objects, even if there is a gap between the large and small convex objects and the asphalt felt (through-hole), there is no lateral flow of the special blown asphalt, and only the through-hole is secure. The insulation work was completed.

従来の技術工法では防水下地に貫通孔と凸起物
の有るルーフイングを凸起物面を下にして載置し
て、次層ルーフイングを貼着用アスフアルト接着
剤にて流し貼りし該貫通孔に貼着用アスフアルト
接着剤を流入せしめて平坦な防水下地に接着する
工法であるが、防水下地には1/100以上の水切勾
配有り又水平定規を使い調べると凸凹部により仕
上つて居る場合が多くルーフイングにも片側、両
側、中央部の弛み等有る場合もあり以上の悪条件
にて防水下地と貫通孔と凸起物の有るルーフイン
グの凸起物の頂点と防水下地と間に間隙が全面的
にできて貫通孔に次層ルーフイングを加熱溶融し
たアスフアルト接着剤にて流し貼りした折のアス
フアルトが流入した時諸悪条件の他に防水下地に
凸起物が無いため高部より低部へ凸部より凹部に
流動して溜まり貫通孔のみ防水下地と接着する絶
縁工法(通気)施工が出来ない。
In conventional technical construction methods, roofing with through holes and protrusions is placed on a waterproof base with the protrusions facing down, and the next layer of roofing is poured and pasted with asphalt adhesive to attach the through holes. This is a method of pouring asphalt adhesive into the surface and bonding it to a flat waterproof base, but the waterproof base often has a drainage slope of 1/100 or more, and when examined using a horizontal ruler, it is often found that the finish is uneven. Roofing may also have slack on one side, both sides, or the center. Under these adverse conditions, there may be gaps between the waterproof base, the apex of the roofing's convexity, and the waterproof base with through holes and convexities. When the next layer of roofing was poured into the through-holes and pasted with heated and melted asphalt adhesive, the asphalt flowed in. In addition to various adverse conditions, there were no protrusions on the waterproof base, so the lower parts were lower than the higher parts. It flows from the convex part to the concave part and accumulates, making it impossible to perform insulation construction (ventilation) construction in which only the through hole is bonded to the waterproof base.

本発明は防水下地の上にエポキシ系樹脂接着剤
が塗布されて居り防水下地との界面剥離無くその
防水効果も有り上層のアスフアルト防水層の防水
効果と複合的に防水が完全となる。
In the present invention, an epoxy resin adhesive is coated on the waterproof base, and there is no interfacial peeling with the waterproof base, and its waterproof effect is achieved in combination with the waterproof effect of the upper asphalt waterproof layer, making the waterproofing complete.

尚防水層は理想的な絶縁工法のため防水下地の
クラツクにも耐えて上層防水層迄破れ無い効果も
有る。従来の技術工法では貫通孔のみの防水下地
と接着する絶縁工法が出来ないので防水下地のク
ラツク等が有つた時上層防水層迄皴が出来たり破
れたりする。
Furthermore, since the waterproof layer is an ideal insulation construction method, it can withstand cracks in the waterproof base and has the effect of not tearing the upper waterproof layer. With conventional technology, it is not possible to insulate and bond the waterproof base with only through holes, so if there is a crack in the waterproof base, the upper waterproof layer will be creased or torn.

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

第1図は本発明の実施例を示した一部断面図、
第2図は応用例の要部断面図である。 1……防水下地、2……合成樹脂系接着剤、3
……凸起物、3′……小凸起物、4……貫通孔、
5……防水シート、6……次層防水シート、7…
…貼着用アスフアルト接着剤、8……空間部、9
……内壁膨化孔、10……躯体コンクリート。
FIG. 1 is a partial sectional view showing an embodiment of the present invention;
FIG. 2 is a sectional view of a main part of an applied example. 1...Waterproof base, 2...Synthetic resin adhesive, 3
...Convex object, 3'...Small convex object, 4...Through hole,
5... Tarpaulin sheet, 6... Next layer waterproof sheet, 7...
... Asphalt adhesive for pasting, 8 ... Space, 9
...Inner wall expansion hole, 10...Structure concrete.

Claims (1)

【特許請求の範囲】 1 防水下地1の上に合成樹脂系接着剤2を塗布
する第1工程と、その上に大小凸起物3,3′を
混合してその一部を没入し、且つ次に置かれる防
水シート5との間に連続した空間部8が形成され
るよう散布接着固定する第2工程と、その上に多
数の貫通孔4を穿通した防水シート5を置く第3
工程と、該貫通孔4に上部に積層する次層防水シ
ート6の貼着用アスフアルト接着剤7を流入貫通
せしめて防水下地1上の接着剤層上に散布接着し
た大小凸起物3,3′に固着せしめる第4工程と、
前記貼着用アスフアルト接着剤7にて前記次層防
水シート6を貼着する第5工程とによりなること
を特徴とする防水施工法。 2 防水シート5に設ける貫通孔4を下拡りの内
壁膨化孔9としたことを特徴とする特許請求の範
囲第1項記載の防水施工法。
[Scope of Claims] 1. A first step of applying a synthetic resin adhesive 2 on a waterproof base 1, mixing large and small convex objects 3, 3' thereon, and partially immersing them; A second step of spreading adhesive fixing so that a continuous space 8 is formed between the waterproof sheet 5 to be placed next, and a third step of placing the waterproof sheet 5 with a large number of through holes 4 thereon.
The asphalt adhesive 7 for adhering the next layer waterproof sheet 6 to be laminated on top of the through hole 4 is flowed through the through hole 4, and large and small convex objects 3, 3' are spread and adhered onto the adhesive layer on the waterproof base 1. A fourth step of fixing the
A waterproof construction method characterized by comprising a fifth step of pasting the next layer waterproof sheet 6 with the pasting asphalt adhesive 7. 2. The waterproof construction method according to claim 1, wherein the through holes 4 provided in the waterproof sheet 5 are formed as inner wall expansion holes 9 that widen downward.
JP17819282A 1982-10-07 1982-10-07 BOSUISEKOHO Expired - Lifetime JPH0240817B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17819282A JPH0240817B2 (en) 1982-10-07 1982-10-07 BOSUISEKOHO

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17819282A JPH0240817B2 (en) 1982-10-07 1982-10-07 BOSUISEKOHO

Publications (2)

Publication Number Publication Date
JPS5965153A JPS5965153A (en) 1984-04-13
JPH0240817B2 true JPH0240817B2 (en) 1990-09-13

Family

ID=16044197

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17819282A Expired - Lifetime JPH0240817B2 (en) 1982-10-07 1982-10-07 BOSUISEKOHO

Country Status (1)

Country Link
JP (1) JPH0240817B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62112856A (en) * 1985-11-11 1987-05-23 中央建材工業株式会社 Prevention of expansion of synthetic polymer roofing
JP7006019B2 (en) * 2017-08-25 2022-02-10 住友ゴム工業株式会社 Artificial turf

Also Published As

Publication number Publication date
JPS5965153A (en) 1984-04-13

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