JPS60203764A - Formation of protecting press layer of water-proof layer - Google Patents

Formation of protecting press layer of water-proof layer

Info

Publication number
JPS60203764A
JPS60203764A JP5732484A JP5732484A JPS60203764A JP S60203764 A JPS60203764 A JP S60203764A JP 5732484 A JP5732484 A JP 5732484A JP 5732484 A JP5732484 A JP 5732484A JP S60203764 A JPS60203764 A JP S60203764A
Authority
JP
Japan
Prior art keywords
layer
waterproof
joints
waterproof layer
joint material
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.)
Granted
Application number
JP5732484A
Other languages
Japanese (ja)
Other versions
JPH0337625B2 (en
Inventor
相臺 淳吉
隆司 宮本
満 菊地
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.)
Nissin Kogyo Co Ltd
Original Assignee
Nissin Kogyo Co Ltd
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 Nissin Kogyo Co Ltd filed Critical Nissin Kogyo Co Ltd
Priority to JP5732484A priority Critical patent/JPS60203764A/en
Publication of JPS60203764A publication Critical patent/JPS60203764A/en
Publication of JPH0337625B2 publication Critical patent/JPH0337625B2/ja
Granted legal-status Critical Current

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  • Laminated Bodies (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、防水層のi呆饅押え層の形成法に関′1−る
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for forming a filling layer of a waterproof layer.

従来、コンクリート建造物の屋上等のコンクリート下地
面に施した防水層の上面に、直接又はその上面に施した
断熱材層を介して、セメント又はコンクリートモルタル
を直接θit L乾燥同化【7該防水層面に結庸した厚
さ5〜1Ocrnの保護押え油分形成して人の歩行、屋
上の利用(r−はかっているのが一般である。
Conventionally, cement or concrete mortar has been applied directly to the upper surface of a waterproof layer applied to a concrete subsurface such as the roof of a concrete building, or through a heat insulating layer applied to the upper surface. Generally, a protective oil with a thickness of 5 to 1 ocrn is formed to allow people to walk around and use rooftops (r-measured).

しかし乍ら、か\る保護押え層は、見季などに膨張、伸
長して特に屋上のijA脅は、1llO憾立ち上り部の
防水層を押圧し、損傷ケもたらすおそn。
However, the protective layer expands and expands during the season, and there is a risk that the waterproof layer on the roof will be pressed down and damaged, especially when it is on the rooftop.

がある。又セメント又はコンクリートモルタルは、温度
差により伸縮して亀裂が発生し易く、このため、これと
1俸給着の防水層に損傷を与えるおそれがある。、か\
る欠点ケ解消するため、通常3〜4m間隔に目地を設け
、該目地内に発泡プラスチック等の弾性目地材?勢j!
iN、、この緩衝作用により上記の弊害も防ぐ防水層の
保護弁え層の形成法が行なわれている。この従来の形成
法を詳細に述べれば、第1図、第2図及び第:3図VC
示′1−ように、コンクリート下地aの上面に施したア
スファルトルーフイングなどの防水層す上面に、第2図
示の場合は1rず接、第3図示の場合は、その上i*+
 vc重合貼庸(7たIUr熱拐C分介して、保礁押え
層d音形成するに当り、該層dの形成6iJに予め、そ
の各上面に、Ijt屋尚さの長手の弾性目地材eをその
防水層す又は[す「熱材Cの上面と目地材eの基TIT
S vこわたり一目つヤの目地A3’ eの長さ方向に
f1′iい施した目地材固定用モルタルfr介して直立
状態に固設する。か\る1」地材eの固設作i全〕lす
じて多数本の目地材eを縦横に格子状に第1図示の工す
に配設し、か\る縦横の格子状目地材eve・・・に工
り区削されて多数の方形のセメント又に:1ンクリート
モルタル充填用の凹部空間を区画形成した佼、その各凹
部空間内にセメント又はコンクリートモルタルを四枠該
目地材e、eの高さ壕で注入充填し、乾燥固化して目地
ホfeを介して多数の保護弁え油分形成し、第2図にお
いては、その目地材eの上面にこj、に沿いアスファル
トなどの防水性塗布材gで被憶し、施工ケ児了−「る。
There is. Cement or concrete mortar is also susceptible to cracking due to expansion and contraction due to temperature differences, which may damage the waterproof layer attached thereto. ,mosquito\
In order to eliminate this problem, joints are usually set at 3 to 4 m intervals, and elastic joint material such as foamed plastic is used in the joints. Power!
iN. A method of forming a protective barrier layer of a waterproof layer is being carried out which prevents the above-mentioned disadvantages due to this buffering effect. To describe this conventional forming method in detail, Fig. 1, Fig. 2 and Fig. 3: VC
As shown in Figure '1-, the upper surface of the waterproof layer such as asphalt roofing applied to the upper surface of the concrete base a is in contact with 1r in the case shown in the second figure, and on top of it in the case shown in the third figure.
When forming the reef-preserving layer d through the VC polymeric adhesive (7 minutes), apply a longitudinal elastic joint material of Ijt Ya Nao on each upper surface before forming the layer d. The upper surface of the thermal material C and the base of the joint material e
S v A stiff joint A3' e is fixed in an upright state through mortar fr for fixing the joint material applied in the length direction f1'i. 1) Fixing of base material e] A large number of joint materials e are arranged in a horizontal and vertical grid pattern as shown in Figure 1, and the vertical and horizontal grid-like joint materials are A large number of rectangular cement joints are carved into eve... 1 concrete mortar-filling recessed space, and each recessed space is filled with four frames of cement or concrete mortar. It is injected and filled in a trench at a height of e, and dried and solidified to form a large number of protective oils through the joint holes, and as shown in Figure 2, asphalt etc. The waterproof coating material was applied and the construction was completed.

第3図においては、そのシールを防水材の代りに、シー
ル材として、該長手の目地材eの」二面にpr面U字状
の技手の防水性の目地キャップg′を嵌合したもので、
この場合は、更−この状態(I−維持するぺ(、その両
11111からこれを支承する1対の支柱り、hf固定
用モルタルfで置屋して設けること?その各目地材eの
長さ方向に所定間隔分存し行なう必装がある。
In Fig. 3, instead of using the seal as a waterproof material, a professional waterproof joint cap g' with a U-shaped pr surface is fitted on the two sides of the long joint material e as a sealing material. Something,
In this case, it is necessary to install a pair of supports from both sides 11111 to support this state (I-maintain), and install them with mortar f for fixing hf.The length of each joint material e It is necessary to carry out the training at a predetermined interval in the direction.

このように上記の防水層の保護弁え層の形成には、その
モルタルの注入充填前に予め、目地材によるモルタル注
入用凹部空間の1乙削形成作業が極めて伯られしくほつ
侵時間(+−安し能率的でないばかりでなく、防水層を
修繕し或は敗り侠える場合には、該モルタル保りり押え
層ケ破壊除去する心安があり、その作業は面倒且つ非能
率的であり、その除去跡K li’ シいコンクリート
又はセメントモルタルの注入充填112、該保独押え層
全その′ま\再使用できず不経済である等の不都合分も
たら−「。上記の保護弁え層の破壊、除去作業は、特に
部会地の屋上の場合非常Vこ支障が多い。
In this way, in order to form the protective valve layer of the above-mentioned waterproof layer, it is extremely difficult to form a recessed space for mortar injection with a joint material before filling the mortar, and it takes a very long time for fraying. +- Not only is it cheap and inefficient, but if the waterproofing layer is to be repaired or destroyed, the mortar retaining layer must be destroyed and removed, and that work is troublesome and inefficient. , the removal trace Kli' is filled with concrete or cement mortar 112, and the entire retaining layer cannot be reused and is uneconomical. Destruction and removal of layers is extremely difficult, especially when working on the roof of a subdivision area.

本発明は、か\る従来の方法の不都合をm rtq L
、容易迅速に防水層の保護弁え層音形成できると共に、
防水層の修理父換に際してtI、該保禮押え層を破壊す
ることなく迅速に除去しイ(tI−IrL。
The present invention solves the disadvantages of the conventional method.
, you can easily and quickly form the protective valve layer of the waterproof layer, and
When repairing and replacing the waterproof layer, the protective layer can be quickly removed without destroying it (tI-IrL).

又そのま\41)使用し侶らねるようにした防水層の医
膿押え層の形成法を提IJlifるもので、コンク1j
−ト下地面に施した防水層の上面に面接又はその上面に
施した断熱材層ケ介して多数の熱着ね体を目地を存(7
て敷き並べ、該目地に柔軟目地材を装填し、その各無蓋
粕体内にセメント又にコンクリートモルタ−ルヲ填光し
、乾燥固化し各保護弁え層を形成することを特徴とする
Also, it proposes a method for forming a pus-retaining layer of a waterproof layer that can be used.
- A large number of thermal adhesives are attached to the upper surface of the waterproof layer applied to the subsurface surface or through the insulation layer applied to the upper surface (7
A flexible joint filler is loaded into the joints, and cement or concrete mortar is filled into each open sludge and dried and solidified to form each protective valve layer.

又前記従来法では、目地材e1防水性塗布材g防水性目
地キャップg′の夫々と保護弁え層dとの間に隙間が出
来やすく、この隙間より卜+i水が浸入してコンクリー
トモルタルの強いアルカリ性を伴ない、このアル〃り往
水[工りその下面のアスファルトなどの防水層b1断熱
材)@cなどが劣化せしめらノ1、その耐久性癖ケ害す
る不都合分もたらす。
In addition, in the conventional method, gaps are likely to be formed between the joint material e1, the waterproof coating material g, the waterproof joint cap g', and the protective valve layer d, and water infiltrates through these gaps, causing damage to the concrete mortar. Accompanied by strong alkalinity, this alkaline water causes inconveniences such as deterioration of the waterproof layer (B1 insulation material such as asphalt on the underside of the work) and damage to its durability.

本発明に、上記の目的ケ奏するに加え更にか\るアルカ
リ性水が断熱材や、防水層面に達しこれを劣化すること
を防止しその良好な断熱材や防水層の特性を長期に亘り
維持し得るようにした防水層の保護弁え層の形成法全提
供−「るもので、コンクリート下地面に防水層を形成し
、この防水層の上面に面接又はその上聞に施した断熱材
層を介して多数の無蓋箱体ケ目地?存して敷き並べ、該
目地に合成樹脂発泡目地材を装填し、その目地材の上面
及びその両側の箱体の側壁の上MiiA縁會またいで断
面コ字状の防水性キャップケ嵌合した後、該各無善箱体
内にセメント又はコンクリートモルタルを填充し、乾燥
同化し各保画押え層全形成すること全特徴とする、次に
本発明の実施例′f第4図以下の添付図面につ@説明す
る。
In addition to achieving the above objectives, the present invention further prevents alkaline water from reaching the insulation material and waterproof layer surface and deteriorating them, and maintains the good properties of the insulation material and waterproof layer over a long period of time. A complete method for forming a protective barrier layer for a waterproof layer to obtain a waterproof layer is provided, in which a waterproof layer is formed on the concrete subsurface, and a heat insulating layer is applied to or above the upper surface of the waterproof layer. A large number of open box body joints are lined up through the joints, and a synthetic resin foam joint material is loaded into the joints, and a cross-section is made across the MiiA border on the top surface of the joint material and on the side walls of the box body on both sides. The following embodiments of the present invention are characterized in that after the waterproof caps are fitted together, cement or concrete mortar is filled into each of the boxes, dried and assimilated to form all the retaining layers. 'f Let's explain the attached drawings below in Figure 4.

第4図に、木9h明方法で使用する無蓋箱体Illの1
例全示し、該箱体il+は、底板(1a)と四囲側板(
1b)とから成る上面を開放した方形枠体から成る。一
般に、その寸法、形状に自由であるが、後記するように
、その中に充填成形さ;/1f?:。
Figure 4 shows 1 of the open box body Ill used in the tree 9h light method.
All examples are shown, and the box body il+ consists of a bottom plate (1a) and four surrounding side plates (
It consists of a rectangular frame body with an open top surface consisting of 1b). In general, its size and shape are free, but as described later, it can be filled and molded;/1f? :.

コンクリート又はモルタルセメント保護弁え層介入ねた
捷\少人数の作業員で運搬できる程度の比較的小!(す
、軽敏とする・例えば・軽1ム(なI質で成形等により
縦横約lmX1m%深さ、即ち高さ5〜lOc!n位と
すると好適である。その拐lXは、ビ青買糸、合成樹脂
糸、発泡合成樹脂系、ステンレスなどの耐食性Q kA
糸、防鳥処理した木質系、石綿、ガラス、セメントなど
の無機質系などから選択し防水性、耐久性の優れた箱体
につくられる。箱の製造は板部材の接着、溶接により、
又プレス加工、型枠成形など任意である。
Relatively small size that can be transported by a small number of workers with concrete or mortar cement protective valve layer interposed! (It is preferable to make it light and nimble, for example, by molding it to about 1 m in length and width x 1 m% in depth, that is, about 5 to 10 cm in height. Corrosion resistance Q kA of purchased yarn, synthetic resin yarn, foamed synthetic resin, stainless steel, etc.
The boxes are made from materials such as thread, bird-proofed wood, asbestos, glass, and inorganic materials such as cement, making them highly waterproof and durable. The box is manufactured by gluing and welding plate members.
Also, press working, mold molding, etc. are optional.

か\る@4図示の無蓋箱体(1)?多数用意し、紀5図
示の如く、例えばコンクリート建築物の屋上のコンクリ
ート下地(2)面に予め施工したアスファルトルーフイ
ングなどの防水層(3)の上面に、19[定の例えば1
5〜30縮の間隙、即ち目地(4)を存して縦横に複数
列そのbr安枚数敷き並べる。
Kar@ru@4 Open box shown (1)? For example, as shown in Figure 5, a waterproof layer (3) of asphalt roofing, etc., which has been pre-constructed on the concrete base (2) on the roof of a concrete building, is coated with a
Plural rows of sheets are laid out horizontally and vertically with gaps of 5 to 30 degrees, that is, joints (4).

かぐして形成さねた縦横に複数本格子状に走る目地(4
)(41・・・内にこれに応じて密嵌充填し得る予め長
手に成形された例えばプラスチック発泡体から成る所足
寸法の目地材11!’il・・・を装填する。
Multiple joints running vertically and horizontally in a grid pattern (4
) (41... is loaded with a joint material 11!'il... of the required dimensions, which is made of e.g. plastic foam and is previously formed longitudinally and can be filled in a tight fit accordingly.

勿論、該目地材(5)は、この発泡体に限らず、緩衝材
として役立つならばよく、弾性ゴム、液状ゴム、アスフ
ァルトなど適宜の定形、不定形の目地材を使用する。こ
の工すに予め箱体il+ 111・・・により目地(4
)を存せしめて2〈ので、その間に不定形の目地材を充
填使用できる便利かめる上、従来用いる形式の定形のプ
ラスチック発泡体をその相隣る箱体111111の対向
する両11111壁(lbl(lblで挟持固設でき、
その固設作業は従来に比し極めて11n単になる。
Of course, the joint material (5) is not limited to this foam, and any suitable fixed or irregularly shaped joint material such as elastic rubber, liquid rubber, or asphalt may be used as long as it serves as a cushioning material. For this work, the joints (4
), so that it is convenient to fill and use an irregularly shaped joint material between them.In addition, it is convenient to use conventionally used shaped plastic foam on both opposing walls (lbl()) of the adjacent box bodies 111111. Can be clamped and fixed with lbl,
The fixing work is much simpler than the conventional method.

次でこの各/11〜体il+・・・に予め調合した生の
コンクリート又はセメントモルタル分注入充積し、その
箱体目)の5111壁(1b)の上端と同じ、會;さま
で平坦にならし、この状態で放置乾燥固化せしめて各箱
体(1)内VCその防水層(3)の保繰押え層+6)が
形成σtする。尚、プラスチック発泡体ケ目地材;51
の上面には、従来と同様に、アスファルトなどの防水性
シール材(7)を塗イli被覆するようにしてもよい。
Next, fill each /11 ~ body il+... with fresh concrete or cement mortar mixed in advance, and make it flat at the same level as the top of the 5111 wall (1b) of the box 1). In this state, the VC is left to dry and solidify to form a retaining layer +6 of the waterproof layer (3) inside each box (1). In addition, plastic foam joint material; 51
The upper surface may be coated with a waterproof sealing material (7) such as asphalt, as in the conventional case.

父、0!6図示のように目地(41(41・・・内に弾
性目地材1!”+1 t!”if −f ’1M ’I
l″i(&、該目地材1511!if−の上面とその両
11111の箱体111111の側壁(lbl(lb)
の上喘會筐fcいで、0! 7図A及びBに示す如き形
状の1111j性、弾性合成樹脂又は合成ゴムを材料と
した断面コ竿状のキャップ(7’l (7’l・・・を
嵌合才る工う゛ にしてもよい。第7図への(ぐ手のキ
ャップ(70框、相隣る2つの箱体11+111間の直
線目地部に1沃合するために用いるもの、第7図Bの十
字状キャップ(7’lt、4つの箱体のコーナ一部で形
成される十字状の目地部に嵌合するために用いるもので
ある。尚両者ともその断面コ¥状の対向する両側壁(7
’a ) (7’a l (7’a )(7’a )を
先端に至るに従いや\狭幅とし、弾性的に密嵌合するよ
うにしてもよい。
Father, 0!6 As shown in the diagram, put elastic joint material 1 in 41 (41...) if -f '1M 'I
l″i (&, the upper surface of the joint material 1511!if- and the side wall of the box 111111 of both 11111 (lbl (lb)
0 at Kamizukai FC! 7. A cap (7'l) made of elastic synthetic resin or synthetic rubber and having a shape as shown in Figures A and B and having a rod-shaped cross section (7'l... Good. The cross-shaped cap shown in Figure 7 (70 stile, used to fit the straight joint between two adjacent boxes 11+111), the cross-shaped cap (7') shown in Figure 7 B. It is used to fit into the cross-shaped joints formed by part of the corners of the four box bodies.
'a) (7'a l (7'a) (7'a) The width of (7'a) may be made narrower as it reaches the tip, so that they fit tightly together elastically.

このようにキャップ(7’) (7’l・・・全相隣る
箱体11+(1)の対向111!l壁(lb)(lbl
にまたがシ嵌合するときは、全ての箱体11+ Ill
・・・が全て相互に連結さすしたものとなり好ましく1
.又その下面の目地(4)(4)・・・内に全く雨水の
浸入全防止することができる。尚、この場合、各目地I
(5)の上面全長、IC薄い防水性シート長尺片191
当てその上からキャップ+7′+ (7勺を施すことが
好ましい。又、そのキャップ(7勺の上面に、コンクリ
ート又はセメントモルタルの充填高さの基準として用い
ることができ、こ\まで充填し平らにならし、乾燥固化
して保護弁え層(61?形成−「ることかできる。
In this way, the cap (7') (7'l... all adjacent box bodies 11 + (1) facing 111! l wall (lb) (lbl
When the two are mated together, all the boxes 11+ Ill
... are all interconnected, preferably 1
.. In addition, it is possible to completely prevent rainwater from entering into the joints (4) (4) on the lower surface. In this case, each joint I
(5) Top surface full length, IC thin waterproof sheet long piece 191
It is preferable to apply a cap +7'+ (7') on top of the patch.Also, the upper surface of the cap (7') can be used as a reference for the filling height of concrete or cement mortar, and it can be filled up to this point and flattened. It is then dried and solidified to form a protective valve layer (61?).

而して、上記のように形成しIC保保護え層+61 +
61・・・は、その防水性シーリング材(7)やキャッ
プ(7′)との間に、使用中に隙間を生じこれに雨水が
侵入しアルカリ性水となっても、各相体111111・
・・内にとどまるので、換言才すlば、各箱体Il+ 
111・・・が防壁となるので、その下面の防水層面に
達″M−ることがなく、防水層(3)全アルガリ往水か
ら迦萌しその防水性分畏期に亘り良好に維持できる。
Then, an IC protective layer +61 + is formed as described above.
61..., even if a gap is formed between the waterproof sealant (7) and the cap (7') during use, and rainwater enters the gap and becomes alkaline water, each phase member 111111.
・Since it stays within, in other words, each box body Il+
111... acts as a barrier, so it does not reach the surface of the waterproof layer on its lower surface, and the waterproof layer (3) can regrow from all the water and maintain its waterproof properties over a period of time. .

尚、上記実施例では、防水層(3)の上面に直接箱体1
11111・・・ケ敷設したものであるが、第8図示の
如く、その防水層(3)の上面に断熱材層+b+ ?重
合貼着し、その上面に箱体Ill iti・・・を双設
した場合は、勿論、そのアルカリ性ト17水からV、1
「熱拐層18)を遮断し、HJt熱月層(8)も同様に
長期に匂り良好な断熱性?維持せしめることができる。
In the above embodiment, the box body 1 is placed directly on the top surface of the waterproof layer (3).
11111... As shown in Figure 8, a heat insulating layer +b+ is placed on the top surface of the waterproof layer (3). Of course, when polymerization is applied and two boxes Ill iti... are installed on the top surface, V, 1 from the alkaline water
``It is possible to block the thermal absorption layer 18) and maintain the HJt thermal insulation layer (8) as well for a long period of time.

又、断熱材層1)3)や防水)V113)の修繕ヤ交侯
を必要とする場合は、その目地材に5)やキャップ(7
)ケその中央部に切物ケ人力、るなどで年1分に切断し
、必要に応じ目地材1fil t!’+l・・・全除去
し11繕すべき個所に存する1つ又はそれ以上の相体1
1)をその周囲のiti:+体Il+から分離1−るの
で、その谷内部の昧獲押え層重)を全く破壊することな
く収容しfcま1その保護弁え1部g +61ごと箱体
Il+を少数の作業者で持ち上げ運搬除去でき、防水層
や断熱材層の修理や交換が終了したら、再び、もとの位
置に箱体11)を載置し従ってその内部の保護弁え層(
6)ケ再使用できる。従って、従来のように、保護弁え
層をハンマーなどで叩解除去する作業に比べその除去に
容易迅速となり、又再使用できない状態となる不経済も
解消きれる。
In addition, if it is necessary to repair the insulation layer 1) 3) or waterproofing) V113), apply 5) or cap (7) to the joint material.
) Cut the center part by hand, cut into 1 minute, and add 1 fill of joint material if necessary! '+l...One or more constituents 1 present in the area to be completely removed and 11 repaired
1) is separated from the surrounding iti: + body Il+ 1-, so that the trapped layer inside the valley can be accommodated without destroying it at all, and the protective valve 1 part g +61 can be housed in the box body. Once the Il+ can be lifted up, transported and removed by a small number of workers, and the waterproof layer and insulation layer have been repaired or replaced, the box body 11) is placed in its original position again and the protective valve layer (
6) Can be reused. Therefore, compared to the conventional work of removing the protective valve layer by beating it with a hammer or the like, it is easier and faster to remove it, and the uneconomical situation of not being able to reuse it can also be eliminated.

組8図の実施例では、キャップf7’l i嵌合したも
のであるが、その嵌合ta、x、r)体Ill iti
の両側壁+1b)(lb)の上端寸で見金に当接成金す
ることなく、適宜の深さ!でにとyめ、これにより、コ
ンクリート又ぽセメントモルタルの光横層の高ざを箱体
il+の深さ以上に適宜調節し得るようにしたものであ
る。この場合は、接着剤(101を使用し、該キャップ
(7)の所蒙の旨さ位1道に嵌合固足するようにするこ
とが必要である。尚、断面コ字状のギャップ17’++
7勺の対向する両側壁(7’a)(71a l (7’
a ) + 7’a )を凸凹面riするように形成す
ることが好ましい。
In the embodiment shown in Figure 8, the cap f7'l i is fitted, but the fitting ta, x, r) body Ill iti
Appropriate depth without contacting the metal plate with the upper end size of both side walls + 1b) (lb)! As a result, the height of the horizontal layer of concrete and cement mortar can be appropriately adjusted to be greater than the depth of the box il+. In this case, it is necessary to use an adhesive (101) to fit and secure the cap (7) in the desired position. '++
7 opposing side walls (7'a) (71a l (7'
It is preferable that a) + 7'a) be formed to have an uneven surface ri.

このように本発明によるときは、防水層の上面にハ「定
の目地全存して多数の無蓋箱体全滅き並べ、その1」地
内に弾性目地相を装填し、その各箱体内にコンクリート
又はセメントモルタル會光横し乾燥固化するようにした
ので、防水層の保護弁え油分各局迅速に形成し得らす1
、弾性目地材ととり全挾持する箱体の両側壁とに捷たが
りキャップヲ嵌合↑る工うにしたので、その下面の目地
内にト11水の侵入することが全くなく、又各箱体は防
水層又はその上面に施さnる断熱材層をアルカリ性水に
よる弊害から防止さね、良好な14/+水性と断熱性分
長期に亘り維持−Cることができ、又防水層や断熱材層
の修繕や交換全装するときは、箱体外周の目地部?切断
するだけで、全くその保設押え層を全く破壊することな
くそのま\箱体と共に運搬除去すi、ば足りると共Vc
1呆岐押え層のや)使用がiiJ’能となり純性的であ
る等の効果を有する。
In this way, according to the present invention, on the upper surface of the waterproof layer, a large number of open boxes are lined up with a certain number of joints fully present, and an elastic joint layer is loaded in the ground, and concrete is placed inside each box. Or, since the cement mortar is allowed to dry and solidify in the presence of light, the protective layer of the waterproof layer can be quickly formed at each location.
Since the elastic joint material and the caps are fitted to both side walls of the box body to be fully clamped, there is no possibility of water intrusion into the joints on the bottom surface, and each box body It prevents the waterproof layer or the heat insulating layer applied on its upper surface from the harmful effects of alkaline water, and maintains good 14/+ water resistance and heat insulating properties for a long time. When repairing or replacing the layers, do you need to repair the joints around the outer periphery of the box? It is sufficient to simply cut it and transport and remove it together with the box without destroying the holding layer at all.
1. The use of 1) has the effect of becoming iiJ' function and being pure.

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

紀1図は従来法による防水層の保護弁え層の1部の斜面
図、第2図はそのII −If 細裁断面図、第3図は
他の従来法による1部の断面図、第4図に本発明で使用
する無蓋ね体の1例の斜面図、≠5図ぼ本発明方法[、
cる防水層の保護弁え層の形成方法の1例の1部全截除
した1部の裁断斜面図、第6図は他の実施例の1部の裁
断斜面図、第7図A及びBはキャップの斜面図、第8図
は変形例の1部の裁断1μm1面図を示す。 11)・・・無蓋箱体 (lal・・・底壁(1b)・
・・側壁 (2)・・・コンクリート下地(3) 、−
・・防水層 (4)・・・目地(5)・・・目地材 1
6)・・・保護弁え層(7)・・・シール材 (7′)
・・・キャップ(7’a l (7’a ) ・(tl
ll壁+81 ・= I!Jt熱層(9)・・・肉薄防
水性シート長尺片 (10)・・・接庸剤他2名 第1図 第2図 第3図 第4図 第5図
Figure 1 is a slope view of a part of the protective valve layer of the waterproof layer made by the conventional method, Figure 2 is a cross-sectional view of the II-If section, and Figure 3 is a cross-sectional view of part of the protective valve layer made by another conventional method. Figure 4 is a perspective view of an example of the open body used in the present invention, and Figure 5 is a perspective view of an example of the open body used in the present invention.
FIG. 6 is a cut-out slope view of a part of one example of a method for forming a protective valve layer of a waterproof layer; FIG. 6 is a cut-out slope view of a part of another embodiment; FIG. 7A and B shows an oblique view of the cap, and FIG. 8 shows a 1-μm one-plane view of a portion of the modified example. 11)...Open box body (lal...bottom wall (1b)
...Side wall (2) ...Concrete base (3), -
...Waterproof layer (4)...Joint (5)...Joint material 1
6)...Protective valve layer (7)...Seal material (7')
...Cap (7'a l (7'a) ・(tl
ll wall +81 ・= I! Jt thermal layer (9) Thin waterproof sheet long piece (10) Adhesive and 2 others Figure 1 Figure 2 Figure 3 Figure 4 Figure 5

Claims (1)

【特許請求の範囲】 1、 コンクリート下地面に施した防水層の上田1に、
直接又はその上面に施した断熱祠層ケ介して、多数の無
蓋箱体を目地ケ存して敷き並べ、該目地に柔軟目地材を
装填し、その各無蓋箱体内にセメント又はコンクリート
モルタル全項光し、乾燥固化し谷保腹押え層ケ形1戊才
ること全特徴とする防水層の保護押え層の形成法。 2 コンクII −ト下地面に防水層を形成1−5この
防水層の上面VC直接又はその上面に施した断熱材)v
Jfr介して、多数の無蓋相体ケ目地ケ右−して敷き並
べ、該目地VC合成樹jj「発泡目地材を装填し、その
目地材の上面及びそのHun illの箱体の側壁の一
ヒ端縁をまたいで断面コ字状の防水性キャップ全嵌合し
た俊、該各無蓋イ[1体内にセメント又はコンクリート
モルタルを埴充し、乾燥固化し谷保験押え層を形成する
ことを特徴とする防水層の保護押え層の形成法。 3、 該防水性キャップは適当に高さ?調節して嵌合さ
tする高さ調節用目地キャップである!臣許請求の範囲
2.に記載の形成法。
[Claims] 1. In Ueda 1, a waterproof layer applied to a concrete base surface,
Directly or through a heat insulating layer applied to the top surface, a large number of open boxes are laid out with joints left, and a flexible joint material is loaded into the joints, and all cement or concrete mortar is placed inside each open box. A method for forming a protective pressing layer of a waterproof layer, which is characterized by drying, solidifying, and turning the Taniho belly pressing layer into two. 2 Forming a waterproof layer on the underlying surface of Conch II-T 1-5 The upper surface of this waterproof layer (VC) or insulation material applied directly to the upper surface)v
A large number of open phase bodies are lined up at the joints, and the joints are filled with foamed joint material, and the upper surface of the joint material and one side wall of the Hun ill box are covered. A waterproof cap with a U-shaped cross section is fully fitted across the edge, and each of the lidless caps is filled with cement or concrete mortar, which is dried and solidified to form a valley protection layer. 3. The waterproof cap is a height-adjustable joint cap that can be fitted by adjusting the height appropriately! Formation method.
JP5732484A 1984-03-27 1984-03-27 Formation of protecting press layer of water-proof layer Granted JPS60203764A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5732484A JPS60203764A (en) 1984-03-27 1984-03-27 Formation of protecting press layer of water-proof layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5732484A JPS60203764A (en) 1984-03-27 1984-03-27 Formation of protecting press layer of water-proof layer

Publications (2)

Publication Number Publication Date
JPS60203764A true JPS60203764A (en) 1985-10-15
JPH0337625B2 JPH0337625B2 (en) 1991-06-06

Family

ID=13052393

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5732484A Granted JPS60203764A (en) 1984-03-27 1984-03-27 Formation of protecting press layer of water-proof layer

Country Status (1)

Country Link
JP (1) JPS60203764A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63200025U (en) * 1987-06-05 1988-12-22
JPH04216759A (en) * 1990-12-14 1992-08-06 Tajima Roofing Co Ltd Waterproofing structure of building
JP2017206811A (en) * 2016-05-16 2017-11-24 国立大学法人 名古屋工業大学 Heating block
JP2020197117A (en) * 2020-08-27 2020-12-10 国立大学法人 名古屋工業大学 Heating block

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63200025U (en) * 1987-06-05 1988-12-22
JPH04216759A (en) * 1990-12-14 1992-08-06 Tajima Roofing Co Ltd Waterproofing structure of building
JP2017206811A (en) * 2016-05-16 2017-11-24 国立大学法人 名古屋工業大学 Heating block
JP2020197117A (en) * 2020-08-27 2020-12-10 国立大学法人 名古屋工業大学 Heating block

Also Published As

Publication number Publication date
JPH0337625B2 (en) 1991-06-06

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