[go: up one dir, main page]

JP2017002480A - Floor coating structure - Google Patents

Floor coating structure Download PDF

Info

Publication number
JP2017002480A
JP2017002480A JP2015114414A JP2015114414A JP2017002480A JP 2017002480 A JP2017002480 A JP 2017002480A JP 2015114414 A JP2015114414 A JP 2015114414A JP 2015114414 A JP2015114414 A JP 2015114414A JP 2017002480 A JP2017002480 A JP 2017002480A
Authority
JP
Japan
Prior art keywords
synthetic resin
long member
floor
concrete floor
water
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
JP2015114414A
Other languages
Japanese (ja)
Other versions
JP6630983B2 (en
Inventor
順一 宍戸
Junichi Shishido
順一 宍戸
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.)
Takiron Co Ltd
Original Assignee
Takiron 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 Takiron Co Ltd filed Critical Takiron Co Ltd
Priority to JP2015114414A priority Critical patent/JP6630983B2/en
Publication of JP2017002480A publication Critical patent/JP2017002480A/en
Application granted granted Critical
Publication of JP6630983B2 publication Critical patent/JP6630983B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

Abstract

【課題】端部に段差があるコンクリート床を被覆する合成樹脂製被覆材がコンクリート床から放出される水蒸気や水で膨れることがない床被覆構造を提供する。【解決手段】段差のあるコンクリート床1を通気通水層3を介して合成樹脂製被覆材4で被覆した床被覆構造であって、コンクリート床1の段差側端部は、立上り部6aとその上端から連なる水平部6bとを備えた断面逆L字形の長尺部材6の水平部6bで被覆され、コンクリート床1の段差面1aは、該段差面1aに近接して沿わせた長尺部材6の立上り部6aで被覆され、合成樹脂製被覆材4の段差側端縁と長尺部材6の水平部6bの端縁とが水密的に接合された床被覆構造とする。コンクリート床1から放出された水蒸気や水は通気通水層3の内部を通り、立上り部6cと段差面1aとの隙間を排出通路7aとして下方に移動し、排出通路7aの下端の排出口7bから排出されるので、被覆材4に膨れは生じない。【選択図】図2To provide a floor covering structure in which a synthetic resin covering material covering a concrete floor having a step at an end portion does not swell with water vapor or water released from the concrete floor. A floor covering structure in which a stepped concrete floor 1 is covered with a synthetic resin covering material 4 through a ventilating water-permeable layer 3, and the step side end portion of the concrete floor 1 has a rising portion 6a and its rising portion 6a. A long member covered with a horizontal portion 6b of a long member 6 having an inverted L-shaped cross section having a horizontal portion 6b continuous from the upper end, and the stepped surface 1a of the concrete floor 1 is placed close to the stepped surface 1a. 6, a floor covering structure in which the step-side edge of the synthetic resin covering material 4 and the edge of the horizontal portion 6 b of the long member 6 are joined in a watertight manner. Water vapor or water released from the concrete floor 1 passes through the inside of the ventilation layer 3 and moves downward with the gap between the rising portion 6c and the stepped surface 1a as a discharge passage 7a, and a discharge port 7b at the lower end of the discharge passage 7a. Therefore, the covering material 4 is not swollen. [Selection] Figure 2

Description

本発明は、集合住宅、ビル、戸建住宅等における、排水溝付きの廊下、下り階段に臨む踊り場や廊下、グランドレベルより一段高い土間などの、端部に段差があるコンクリート床を合成樹脂製被覆材で被覆した床被覆構造に関し、更に詳しくは、合成樹脂製被覆材に膨れが生じないように改良した床被覆構造に関する。   In the present invention, a concrete floor having a step at the end, such as a corridor with drainage grooves, a landing hall or corridor facing a descending staircase, or a soil that is one step higher than the ground level, is made of a synthetic resin. The present invention relates to a floor covering structure coated with a covering material, and more particularly to a floor covering structure improved so as not to swell in a synthetic resin covering material.

集合住宅のコンクリート床(特に地上階のコンクリート床)や戸建住宅の土間のコンクリート床には、雨水や地下水などが浸透しやすく、浸透した水は床面から水蒸気として放出されるため、非通気性の合成樹脂製被覆材でコンクリート床を被覆すると、合成樹脂製被覆材と床面との間に水蒸気が溜まって、合成樹脂製被覆材に膨れが生じるという問題がある。   Rainwater and groundwater easily penetrate into concrete floors in apartment buildings (especially concrete floors on the ground floor) and concrete floors in detached houses, and the permeated water is released from the floor as water vapor. When covering a concrete floor with a synthetic resin covering material, there is a problem that water vapor accumulates between the synthetic resin covering material and the floor surface, and the synthetic resin covering material is swollen.

このような合成樹脂製被覆材の膨れを防止する技術として、例えば、シート防水工法において、コンクリート下地に接着剤を介さずに合成樹脂製の防水シートを張設し、コンクリート下地の立上り部に沿って立ち上げた防水シートの立上り部に脱気口を開口して、この脱気口を微細な通気孔が多数設けられた脱気用シート片で覆うと共に、複数の通気穴部を有する押え板で脱気用シート片を固定し、その上から脱気シートで被覆することによって、コンクリート下地から放出される水蒸気その他の揮発成分を脱気して防水シートに膨れが生じるのを防止する工法が知られている(特許文献1)。   As a technique for preventing the swelling of such a synthetic resin covering material, for example, in a sheet waterproofing method, a synthetic resin waterproof sheet is stretched without using an adhesive on the concrete base, and along the rising portion of the concrete base. The degassing opening is opened at the rising portion of the waterproof sheet that has been raised up, and the degassing opening is covered with a deaeration sheet piece provided with a number of fine ventilation holes, and a presser plate having a plurality of ventilation holes By fixing the deaeration sheet piece and covering with a deaeration sheet from above, a method of preventing the expansion of the waterproof sheet by degassing water vapor and other volatile components released from the concrete substrate Known (Patent Document 1).

特開平6−212750号公報JP-A-6-221750

上記特許文献1の工法は、コンクリート下地から揮発する水蒸気その他の揮発成分が、防水シートの立上り部の脱気口から外部へ放出されるので、揮発成分がコンクリート下地と防水シートの間に溜まって防水シートに膨れが生じるのを防止することができる。   In the construction method of Patent Document 1, water vapor and other volatile components that volatilize from the concrete base are discharged to the outside from the deaeration port at the rising portion of the waterproof sheet, so that the volatile components accumulate between the concrete base and the waterproof sheet. It is possible to prevent swelling of the waterproof sheet.

しかしながら、特許文献1の工法のように、防水シートの立上り部に脱気口が形成されていると、例えばコンクリート下地の表面から滲出する水や、温度低下により水蒸気から液化した水が、脱気口から排出されないでコンクリート下地と防水シートの間に溜まるため、それによって防水シートに膨れが生じるという問題があった。   However, if a deaeration port is formed at the rising portion of the waterproof sheet as in the method of Patent Document 1, for example, water that oozes from the surface of the concrete base or water that is liquefied from water vapor due to a temperature drop is degassed. There is a problem that the waterproof sheet swells due to accumulation between the concrete base and the waterproof sheet without being discharged from the mouth.

また、特許文献1の工法のように、防水シートの立上り部に脱気口が形成されていると、脱気口から雨水などが侵入する虞れがあるため、脱気口を微細な通気孔が多数設けられた脱気用シート片で覆うと共に、複数の通気穴部を有する押え板で脱気用シート片を固定し、その上から脱気シートで被覆して、水の侵入を防止することが必要になり、しかも、十分な水蒸気の排出量を確保するために、複数の脱気口を設けて上記の複雑な作業工程を繰り返し行わなければならないという問題があった。また、複数の脱気口が目立って建物の美観を損ねるという問題もあった。   Moreover, since the rain vent etc. may infiltrate from a deaeration port when the deaeration port is formed in the rising part of a waterproof sheet like the construction method of patent document 1, a deaeration port is a fine ventilation hole. Is covered with a large number of deaeration sheet pieces, and the deaeration sheet piece is fixed with a presser plate having a plurality of vent holes, and then covered with a deaeration sheet to prevent water from entering. In addition, in order to ensure a sufficient water vapor discharge amount, there has been a problem in that a plurality of deaeration ports must be provided and the above complicated work process must be repeated. In addition, there was a problem that a plurality of vent holes were conspicuous and the aesthetic appearance of the building was impaired.

本発明は上記の問題に対処すべくなされたものであって、その解決しようとする課題は、端部に段差があるコンクリート床から放出された水蒸気や水が、コンクリート床を被覆する合成樹脂製被覆材との間に溜まらないように外部に排出されるため、合成樹脂製被覆材に膨れが生じるのを防止することができ、また、一つの作業工程で水蒸気や水の十分な排出量を確保できる排出口が簡単に形成されるため施工性に優れており、しかも、排出口が全く目立たないので建物の美観を損ねる心配もない、床被覆構造を提供することにある。   The present invention has been made to cope with the above-mentioned problems, and the problem to be solved is that the water vapor or water released from the concrete floor having a step at the end is made of a synthetic resin that covers the concrete floor. Since it is discharged to the outside so that it does not collect with the coating material, it is possible to prevent swelling of the synthetic resin coating material, and a sufficient amount of water vapor and water can be discharged in one work process. It is an object of the present invention to provide a floor covering structure that is excellent in workability because a discharge port that can be secured is easily formed, and that the discharge port is not conspicuous at all and does not impair the beauty of the building.

上記課題を解決するため、本発明に係る床被覆構造は、段差のあるコンクリート床を通気通水層を介して合成樹脂製被覆材で被覆した床被覆構造であって、コンクリート床の段差側端部は、通気通水層を介して、立上り部とその上端から連なる水平部とを備えた断面逆L字形の長尺部材の水平部で被覆されており、コンクリート床の段差面は、この段差面に沿わせた長尺部材の立上り部で被覆されており、合成樹脂製被覆材の段差側端縁と長尺部材の水平部の端縁とが水密的に接合されていることを特徴とするものである。   In order to solve the above problems, a floor covering structure according to the present invention is a floor covering structure in which a stepped concrete floor is covered with a synthetic resin covering material through a ventilation water-permeable layer, and the step side end of the concrete floor The portion is covered with a horizontal portion of a long member having an inverted L-shaped cross section having a rising portion and a horizontal portion continuous from its upper end through a ventilation water passage layer. It is covered with the rising part of the long member along the surface, and the step side edge of the synthetic resin covering material and the edge of the horizontal part of the long member are watertightly joined. To do.

本発明の床被覆構造においては、前記長尺部材の水平部の側端に薄片が設けられ、この薄片が合成樹脂製被覆材と通気通水層との間に挟着されていることが望ましい。
そして、前記長尺部材の水平部の側端縁に凹溝が設けられ、この凹溝と合成樹脂製被覆材との間に合成樹脂が充填されていることが望ましい。
また、前記長尺部材の立上り部とコンクリート床の段差面とが両面粘着テープで接合されていることが望ましい。
In the floor covering structure of the present invention, it is desirable that a thin piece is provided at the side end of the horizontal portion of the long member, and the thin piece is sandwiched between the synthetic resin covering material and the ventilation water-permeable layer. .
Further, it is desirable that a concave groove is provided on the side edge of the horizontal portion of the long member, and the synthetic resin is filled between the concave groove and the synthetic resin coating material.
Moreover, it is desirable that the rising part of the long member and the step surface of the concrete floor are joined with a double-sided adhesive tape.

本発明の床被覆構造では、コンクリート床の段差面に沿わせた長尺部材の立上り部とコンクリート床の段差面との隙間が排出通路となり、この排出通路の下端(長尺部材の立上り部の下端とコンクリート床の段差面との隙間)が下向きに開口する排出口となる。従って、コンクリート床から放出された水蒸気や水は通気通水層に浸透して層内を移動し、排出通路を通って下向きの排出口から排出されるので、コンクリート床と合成樹脂製被覆材との間に水蒸気や水が溜まらなくなり、水蒸気や水の圧力による合成樹脂製被覆材の膨れを防止することができる。また、雨水が降り掛かる、所謂、雨掛かりのコンクリート床の場合でも、雨水が下向きの排出口から排出通路を逆流してコンクリート床と合成樹脂製被覆材との間に侵入し、膨れの原因となることはない。   In the floor covering structure of the present invention, the gap between the rising portion of the long member along the step surface of the concrete floor and the step surface of the concrete floor becomes the discharge passage, and the lower end of this discharge passage (the rising portion of the long member) The gap between the lower end and the stepped surface of the concrete floor) becomes a discharge port that opens downward. Therefore, water vapor or water released from the concrete floor penetrates into the ventilation layer and moves through the layer and is discharged from the downward outlet through the discharge passage. During this period, water vapor and water do not accumulate, and swelling of the synthetic resin coating material due to the pressure of water vapor and water can be prevented. In addition, even in the case of so-called rain-split concrete floors where rainwater falls, rainwater flows back through the discharge passage from the downward discharge port and enters between the concrete floor and the synthetic resin coating material, which may cause swelling. Never become.

また、本発明の床被覆構造では、合成樹脂製被覆材の段差側端縁と長尺部材の水平部の端縁とが水密的に接合されているので、この接合部から雨水や用水が合成樹脂製被覆材の裏側に侵入して膨れの原因となることもない。
さらに、長尺部材の立上り部の下端とコンクリート床の段差面との間に形成される下向きの排出口は、立上り部の下端の全長に亘るスリット状の開口面積が大きい排出口であって、水蒸気や水の十分な排出量を確保できるものであるため、排出量の不足による合成樹脂製被覆材の膨れを確実に防止することができる。
そして、この排出口とその上側の排出通路は、コンクリート床の段差面に断面逆L字形の長尺部材の立上り部を沿わせた状態で、コンクリート床の段差側端部を通気通水層を介して長尺部材の水平部で被覆するという一つの工程(長尺部材によるコンクリート床の段差側端部の被覆工程)で簡単に形成できるため、作業効率が高くて施工性に優れており、しかも、この排出口は外部から目視し難く全く目立たないので、建物の美観を損ねることもない。
Further, in the floor covering structure of the present invention, the step side edge of the synthetic resin covering material and the edge of the horizontal portion of the long member are joined in a watertight manner, so that rainwater and irrigation water are synthesized from this joined portion. It does not enter the back side of the resin coating and cause swelling.
Furthermore, the downward discharge port formed between the lower end of the rising portion of the long member and the step surface of the concrete floor is a discharge port having a large slit-like opening area over the entire length of the lower end of the rising portion, Since a sufficient discharge amount of water vapor or water can be ensured, swelling of the synthetic resin coating material due to a shortage of discharge amount can be reliably prevented.
And this discharge port and the discharge passage above it are in the state where the rising part of the long member with the inverted L-shaped cross section is along the step surface of the concrete floor, Since it can be easily formed in one process (covering step on the step side of the concrete floor with a long member) that covers the horizontal part of the long member, the work efficiency is high and the workability is excellent. Moreover, since this outlet is difficult to see from the outside and is not conspicuous at all, the appearance of the building is not impaired.

本発明の床被覆構造において、長尺部材の水平部の側端に薄片が設けられ、この薄片が合成樹脂製被覆材と通気通水層との間に挟着されているものは、長尺部材の固定性が向上し、合成樹脂製被覆材の段差側端縁と長尺部材の水平部の端縁との水密的も向上するという利点がある。
また、長尺部材の水平部の側端縁に凹溝が設けられ、この凹溝と合成樹脂製被覆材との間に、合成樹脂製溶接棒を用いた溶接や合成樹脂の接着剤やシーリング材を用いた接着接合、溶剤(溶剤のみ、または合成樹脂を溶解した溶剤)を用いた溶着によって合成樹脂が充填されているものは、合成樹脂製被覆材の段差側端縁と長尺部材の水平部の端縁との接合作業性が向上することに加えて、接合部の水密性や長尺部材の固定性が向上するという利点がある。
更に、断面逆L字形の長尺部材の立上り部とコンクリート床の段差面とが両面粘着テープで接合されたものは、長尺部材の立上り部が捲れあがるなどの不具合を防止でき、しかも、この両面粘着テープがスペーサの役目をして、長尺部材の立上り部と段差面との隙間を確保することができる。
In the floor covering structure of the present invention, a thin piece is provided at the side edge of the horizontal portion of the long member, and the thin piece is sandwiched between the synthetic resin covering material and the ventilating water layer. There is an advantage that the fixing property of the member is improved, and the watertightness between the step side edge of the synthetic resin coating material and the edge of the horizontal portion of the long member is also improved.
In addition, a groove is provided on the side edge of the horizontal portion of the long member, and welding using a synthetic resin welding rod or a synthetic resin adhesive or sealing is provided between the groove and the synthetic resin coating. If the synthetic resin is filled by adhesive bonding using a material or welding using a solvent (solvent alone or a solvent in which a synthetic resin is dissolved), the step side edge of the synthetic resin coating and the long member In addition to improving the joining workability with the edge of the horizontal portion, there is an advantage that the water tightness of the joining portion and the fixing property of the long member are improved.
Furthermore, when the rising part of the long member having an inverted L-shaped cross section and the stepped surface of the concrete floor are joined with a double-sided adhesive tape, it is possible to prevent problems such as rising of the rising part of the long member. The double-sided pressure-sensitive adhesive tape serves as a spacer, and a gap between the rising portion of the long member and the step surface can be secured.

本発明の一実施形態に係る床被覆構造の部分斜視図である。It is a fragmentary perspective view of the floor covering structure concerning one embodiment of the present invention. 同床被覆構造の部分断面図である。It is a fragmentary sectional view of the same floor covering structure. 同床被覆構造の変形態様を示す部分断面図である。It is a fragmentary sectional view which shows the deformation | transformation aspect of the same floor covering structure. 同床被覆構造の他の変形態様を示す部分断面図である。It is a fragmentary sectional view showing other modifications of the floor covering structure. 本発明の床被覆構造に用いる断面逆L字形の長尺部材の斜視図である。It is a perspective view of the elongate member of a cross-section inverted L shape used for the floor covering structure of this invention. 断面逆L字形の長尺部材の他の例を示す断面図である。It is sectional drawing which shows the other example of the elongate member of a cross-section reverse L shape. 断面逆L字形の長尺部材の更に他の例を示す断面図である。It is sectional drawing which shows the further another example of the elongate member of a cross-section reverse L shape. 断面逆L字形の長尺部材の更に他の例を示す断面図である。It is sectional drawing which shows the further another example of the elongate member of a cross-section reverse L shape. 本発明の他の実施形態に係る床被覆構造の部分断面図である。It is a fragmentary sectional view of the floor covering structure concerning other embodiments of the present invention. 同実施形態に用いる断面逆L字形の長尺部材を裏返して示す部分斜視図である。It is a fragmentary perspective view which turns over and shows the long member of a cross-section inverted L character shape used for the embodiment. 本発明の更に他の実施形態に係る床被覆構造の部分断面図である。It is a fragmentary sectional view of the floor covering structure concerning other embodiments of the present invention. 本発明の更に他の実施形態に係る床被覆構造の平面図である。It is a top view of the floor covering structure concerning other embodiments of the present invention. 図12のA−A線断面図である。It is AA sectional view taken on the line of FIG.

以下、図面に基づいて本発明の床被覆構造の実施形態を説明する。   Hereinafter, embodiments of the floor covering structure of the present invention will be described with reference to the drawings.

図1は本発明の一実施形態に係る床被覆構造の部分斜視図、図2は同床被覆構造の部分断面図、図3は同床被覆構造の変形態様を示す部分断面図、図4は同床被覆構造の他の変形態様を示す部分断面図、図5は本発明の床被覆構造に用いる断面逆L字形の長尺部材の斜視図である。   1 is a partial perspective view of a floor covering structure according to an embodiment of the present invention, FIG. 2 is a partial cross-sectional view of the floor covering structure, FIG. 3 is a partial cross-sectional view showing a modification of the floor covering structure, and FIG. FIG. 5 is a perspective view of a long member having an inverted L-shaped cross section used in the floor covering structure of the present invention.

図1,図2に示す実施形態の床被覆構造は、集合住宅やビルなどにおける共用部の廊下(側端に排水溝が形成された廊下)のコンクリート床の被覆構造を例示したものであって、この廊下のコンクリート床1は側端に段差を有し、その段差面1aを介して一段低い排水溝2に連なっている。段差面1aの高さは所々様々であるが、この実施形態のように排水溝2に連なる廊下のコンクリート床1の場合は、段差面1aの高さは一般に1〜10cm程度である。   The floor covering structure of the embodiment shown in FIG. 1 and FIG. 2 exemplifies the covering structure of a concrete floor in a corridor (a corridor in which a drainage groove is formed on a side end) of a common part in an apartment house or a building. The concrete floor 1 of this corridor has a step at the side end, and continues to the drainage groove 2 that is one step lower through the step surface 1a. The height of the step surface 1a varies in some places, but in the case of the concrete floor 1 in the hallway connected to the drainage groove 2 as in this embodiment, the height of the step surface 1a is generally about 1 to 10 cm.

コンクリート床1の上面1bには通気通水層3が敷設され、接着剤(不図示)で上面1bに接着されている。接着剤は、櫛目ゴテを用いて多数の接着剤の凸条が相互間隔をあけて形成されるようにコンクリート床1の上面1bに塗布することにより、コンクリート床1の上面1bから放出される水蒸気や水が、接着剤の凸条の相互間から通気通水層3に浸透し易くなるようにすることが望ましい。   A ventilation water-permeable layer 3 is laid on the upper surface 1b of the concrete floor 1, and is adhered to the upper surface 1b with an adhesive (not shown). The adhesive is applied to the upper surface 1b of the concrete floor 1 by using a comb-shaped iron so that a number of protrusions of the adhesive are formed at a distance from each other, thereby releasing water vapor released from the upper surface 1b of the concrete floor 1. It is desirable that water and water easily penetrate into the ventilation layer 3 from between the protruding strips of the adhesive.

この実施形態では、第2図に示すように、通気通水層3をコンクリート床1の段差側の側端から内側に5〜25mm程度控えて敷設、接着しているが、図3に示すように、通気通水層3をコンクリート床1の段差側の側端まで敷設、接着してもよいし、図4に示すように、通気通水層3の端部を更に下方に屈曲してコンクリート床1の段差面1aの上縁まで敷設、接着してもよい。   In this embodiment, as shown in FIG. 2, the ventilation water-permeable layer 3 is laid and bonded to the inside from the side edge on the step side of the concrete floor 1 by about 5 to 25 mm, but as shown in FIG. 3. Further, the ventilation water-permeable layer 3 may be laid and bonded to the side edge on the step side of the concrete floor 1, or the end of the ventilation water-permeable layer 3 is bent further downward as shown in FIG. The floor 1 may be laid and bonded to the upper edge of the stepped surface 1a.

通気通水層3の上面には、図2に示すように、合成樹脂製被覆材4がコンクリート床1の段差側端部を除いて敷設され、接着剤(不図示)で通気通水層3に接着されている。通気通水層3と合成樹脂製被覆材4のそれぞれの他側端(段差側と反対側の側端)は、図2に示すように、コンクリート床1の他側端から内側に5〜25mm程度控えられ、シーリング材5によって封止されている。なお、図示はしていないが、通気通水層3と合成樹脂製被覆材4の前後両端も、同様にシーリング材5で封止されている。   As shown in FIG. 2, a synthetic resin covering material 4 is laid on the upper surface of the vent water-permeable layer 3 except for the step side end portion of the concrete floor 1, and the aerated water-permeable layer 3 with an adhesive (not shown). It is glued to. As shown in FIG. 2, the other end of each of the ventilation water-permeable layer 3 and the synthetic resin covering material 4 (the side end opposite to the step side) is 5 to 25 mm inward from the other end of the concrete floor 1. To some extent, it is sealed with a sealing material 5. Although not shown, the front and rear ends of the ventilating water-permeable layer 3 and the synthetic resin covering material 4 are similarly sealed with the sealing material 5.

コンクリート床1の段差側端部は、図1,図2に示すように、通気通水層3を介して、断面逆L字形の長尺部材6、即ち、図5に示す如き立上り部6aとその上端から連なる水平部6bとを備えた断面逆L字形の長尺部材6の該水平部6bによって被覆され、この水平部6bは接着剤(不図示)で通気通水層3に接着されて固定されている。そして、コンクリート床1の段差面1aは、該段差面1aに近接して沿わせた長尺部材6の立上り部6aによって被覆され、この立上り部6aとコンクリート床1の段差面1aとの隙間が排出通路7aとなり、該排出通路7aの下端(立上り部6aの下端とコンクリート床1の段差面1aとの隙間)が下向きに開口する排出口7bとなっている。従って、この排出口7bは、長尺部材6の立上り部6aの全長に亘るスリット状の開口面積が大きい排出口であり、水蒸気や水の十分な排出量を確保できるものとなっている。
コンクリート床1の段差面1aと、該段差面1aに近接して沿わせた長尺部材6の立上り部6aとの間隔は、1〜10mm程度であることが望ましいが、水蒸気や水がこれらの圧力で排出通路7aを下方に移動して排出口7bから排出可能である限り、立上り部6aが段差面1aに実質的に当接していてもよい。
As shown in FIG. 1 and FIG. 2, the step side end of the concrete floor 1 is provided with a long member 6 having an inverted L-shaped cross section, that is, a rising portion 6a as shown in FIG. The horizontal portion 6b of the long member 6 having an inverted L-shaped cross section provided with a horizontal portion 6b continuous from the upper end thereof is bonded to the ventilation layer 3 with an adhesive (not shown). It is fixed. And the level | step difference surface 1a of the concrete floor 1 is coat | covered by the rising part 6a of the elongate member 6 along the said level | step difference surface 1a, and the clearance gap between this rising part 6a and the level | step difference surface 1a of the concrete floor 1 is carried out. A discharge passage 7a is formed, and a lower end of the discharge passage 7a (a gap between the lower end of the rising portion 6a and the stepped surface 1a of the concrete floor 1) is a discharge port 7b that opens downward. Accordingly, the discharge port 7b is a discharge port having a large slit-like opening area over the entire length of the rising portion 6a of the long member 6, and can secure a sufficient discharge amount of water vapor or water.
The distance between the step surface 1a of the concrete floor 1 and the rising portion 6a of the long member 6 along the step surface 1a is preferably about 1 to 10 mm. As long as the discharge passage 7a can be moved downward by pressure and discharged from the discharge port 7b, the rising portion 6a may substantially contact the step surface 1a.

合成樹脂製被覆材4の段差側端縁と長尺部材6の水平部6bの端縁は、溶接された合成樹脂8によって水密的に接合されており、その接合部分は面一になっているか、又は、合成樹脂被覆材4の上面よりも長尺部材6の水平部6bの上面の方が少し低くなっている。
なお、合成樹脂製被覆材4の段差側端縁と長尺部材6の水平部6bの側端との接合は、溶接用の合成樹脂8に代えて、シーリング材や、ドープセメント(熱可塑性樹脂を溶解した溶剤)や、シーム液(熱可塑性樹脂の溶剤)などで水密的に行ってもよい。
Is the step-side edge of the synthetic resin covering material 4 and the edge of the horizontal portion 6b of the long member 6 watertightly joined by the welded synthetic resin 8, and is the joint part flush? Alternatively, the upper surface of the horizontal portion 6 b of the long member 6 is slightly lower than the upper surface of the synthetic resin coating material 4.
The joint between the step side edge of the synthetic resin coating 4 and the side edge of the horizontal portion 6b of the long member 6 is replaced with a sealing resin or a dope cement (thermoplastic resin) instead of the synthetic resin 8 for welding. Or a seam solution (thermoplastic resin solvent) or the like.

コンクリート床1の上面1bに敷設、接着される通気通水層3としては、コンクリート床1の上面1bから放出される水蒸気や水を吸収し、その厚み内部で水蒸気や水を平面的に移動させることができる合成樹脂繊維の不織布、連続発泡樹脂シート、合成樹脂ネットなどがいずれも使用可能であり、その中でも、比較的安価で取扱い性に優れた合成樹脂繊維の不織布が好ましく使用される。特に、実測厚みが0.5〜3mm、実測目付け量が200〜300g/mであるポリエステル樹脂繊維の不織布やポリプロピレン樹脂繊維の不織布は、通気通水性に優れ、ウレタン樹脂系一成分型あるいはエポキシ樹脂系二成分型の床用接着剤による接着性が良好であり、貼着可能な時間が長く取扱い性(施工性)が良いので、極めて好ましく使用される。 The ventilation water-permeable layer 3 laid and bonded to the upper surface 1b of the concrete floor 1 absorbs water vapor and water released from the upper surface 1b of the concrete floor 1, and moves the water vapor and water in a plane within its thickness. Synthetic resin fiber nonwoven fabrics, continuous foam resin sheets, synthetic resin nets, and the like that can be used are all usable, and among these, synthetic resin fiber nonwoven fabrics that are relatively inexpensive and excellent in handleability are preferably used. In particular, polyester resin fiber nonwoven fabrics and polypropylene resin fiber nonwoven fabrics having a measured thickness of 0.5 to 3 mm and a measured basis weight of 200 to 300 g / m 2 are excellent in air permeability and are urethane resin one-component type or epoxy. The resin-based two-component floor adhesive is excellent in adhesiveness, has a long sticking time, and is easy to handle (workability).

また、通気通水層3の上に敷設、接着される合成樹脂製被覆材4としては、軟質もしくは半硬質の塩化ビニル樹脂やオレフィン系樹脂などの熱可塑性合成樹脂からなる長尺の単層シート又は複層シートが使用され、その表面に防滑用の凹凸を形成したものや、装飾用の模様を形成したものも好ましく使用される。この合成樹脂製被覆材4の厚みは限定されないが、1〜6mm程度であることが好ましい。   Further, as the synthetic resin covering material 4 laid and adhered on the ventilating water-permeable layer 3, a long single-layer sheet made of a thermoplastic synthetic resin such as a soft or semi-rigid vinyl chloride resin or an olefin resin. Alternatively, a multilayer sheet is used, and an anti-slip irregularity formed on the surface or an ornamental pattern is preferably used. The thickness of the synthetic resin covering material 4 is not limited, but is preferably about 1 to 6 mm.

コンクリート床1の段差側端部に設けられる長尺部材6は、図2,図5に示すように、立上り部6aとその上端から直角ないし略直角に連なる水平部6bとを備えた断面逆L字形の部材であって、金属製や合成樹脂製のものが使用される。その中でも、樹脂溶接等によって合成樹脂製被覆材4との水密的な接合が可能であり、かつ、立上り部6aと水平部6bとの夾角(屈曲角)の調節や、コンクリート床1の不陸の調整、段差面1aのうねりの調整などを比較的容易に行える、柔軟性を有する塩化ビニル樹脂やオレフィン系樹脂などの熱可塑性合成樹脂製の長尺部材6が好ましく使用される。
なお、この長尺部材6は、最初から図5に示すように直角ないし略直角に屈曲しているものが好ましいが、施工現場で合成樹脂や金属の帯状体を直角ないし略直角に折り曲げて立上り部6aと水平部6bを形成したものでもよい。
As shown in FIGS. 2 and 5, the long member 6 provided at the step-side end of the concrete floor 1 has an inverted cross section L provided with a rising portion 6 a and a horizontal portion 6 b that extends from the upper end to a right angle or a substantially right angle. A letter-shaped member made of metal or synthetic resin is used. Among them, water-tight joining with the synthetic resin coating 4 is possible by resin welding or the like, and the depression angle (bending angle) between the rising portion 6a and the horizontal portion 6b is adjusted, or the concrete floor 1 is not flat. The long member 6 made of a thermoplastic synthetic resin such as a vinyl chloride resin or an olefin resin having flexibility, which can relatively easily adjust the waviness of the stepped surface 1a and the like, is preferably used.
The long member 6 is preferably bent at a right angle or a substantially right angle as shown in FIG. 5 from the beginning. However, a synthetic resin or metal strip is bent at a right angle or a substantially right angle at the construction site, and rises. The part 6a and the horizontal part 6b may be formed.

長尺部材6のサイズは限定されないが、作業性や運搬性を考慮すると、長尺部材6の長さLは1〜2m程度であることが好ましい。但し、施工現場で帯状体を折り曲げて長尺部材6を作製する場合は、帯状体の長さを5〜10m程度とし、持ち運びや作業効率を考慮して、帯状体を巻物にしておくのがよい。
また、水平部6bの幅W(内寸)は50〜150mm程度とし、立上り部6aの高さH(内寸)はコンクリート床1の段差面1aの高さを考慮して5〜100mm程度とすることが好ましい。なお、床面から続く段差面1aの上端部(床面のコーナー)に面取りやアールが施されている場合、立上り部6aは面取りやアールの領域をカバーするような高さで設けられることが好ましい。
Although the size of the long member 6 is not limited, the length L of the long member 6 is preferably about 1 to 2 m in consideration of workability and transportability. However, when the elongated member 6 is produced by bending the strip at the construction site, the length of the strip is about 5 to 10 m, and the strip is made into a scroll in consideration of carrying and work efficiency. Good.
In addition, the width W (inner dimension) of the horizontal portion 6b is about 50 to 150 mm, and the height H (inner dimension) of the rising portion 6a is about 5 to 100 mm in consideration of the height of the stepped surface 1a of the concrete floor 1. It is preferable to do. In addition, when chamfering or rounding is applied to the upper end portion (corner of the floor surface) of the stepped surface 1a that continues from the floor surface, the rising portion 6a may be provided at a height that covers the chamfering or rounding region. preferable.

長尺部材6の厚み(立上り部6aと水平部6bの厚み)は1〜5mm程度であり、この厚みの範囲内で、合成樹脂製被覆材4の厚みと同一又は少し薄い厚みを有する長尺部材6を使用することが望ましい。合成樹脂製被覆材4と同一の厚みを有する長尺部材6を使用する場合は、合成樹脂被覆材4の段差側端縁と長尺部材6の水平部6bの側端縁との接合部分が実質的に面一となるので、接合部分で躓いたり引っ掛かったりすることがなく、また、合成樹脂製被覆材4の厚みよりも少し薄い厚みを有する長尺部材6を用いる場合は、長尺部材6の水平部6bの上面の高さが合成樹脂製被覆材4の上面の高さよりも少し低くなるので、合成樹脂製被覆材4の上面が水で濡れたときに長尺部材6を越えて排水溝2に流入し易くなり、排水性が向上すると共に、塵埃の掃出し性も向上する利点がある。
なお、合成樹脂製被覆材4の表面に防滑用の凹凸が形成されている場合は、その凹部の厚みよりも少し薄い厚みを有する長尺部材6を用いて排水性を向上させることが望ましい。また、この長尺部材6は立上り部6aも水平部6bも同じ厚みであるが、立上り部6aと水平部6bの厚みが異なる場合は、水平部6bの厚みが合成樹脂製被覆材4の厚みよりも少し薄い長尺部材を用いて排水性や掃出し性を向上させることが望ましい。
The thickness of the long member 6 (the thickness of the rising portion 6a and the horizontal portion 6b) is about 1 to 5 mm, and within this thickness range, the long length having the same thickness as the synthetic resin covering material 4 or a little thinner. It is desirable to use the member 6. When the long member 6 having the same thickness as that of the synthetic resin coating material 4 is used, the joint portion between the step side edge of the synthetic resin coating material 4 and the side edge of the horizontal portion 6 b of the long member 6 is When the long member 6 having a thickness slightly smaller than the thickness of the synthetic resin coating material 4 is used, the long member does not crawl or get caught at the joint portion. 6 is slightly lower than the height of the upper surface of the synthetic resin coating material 4, so that the upper surface of the synthetic resin coating material 4 exceeds the long member 6 when wetted with water. It becomes easy to flow into the drainage groove 2, and there is an advantage that the drainage property is improved and the dust sweeping property is improved.
In addition, when the surface of the synthetic resin coating material 4 has anti-slip irregularities, it is desirable to improve drainage using a long member 6 having a thickness slightly smaller than the thickness of the concave portion. Further, in the long member 6, the rising portion 6a and the horizontal portion 6b have the same thickness, but when the rising portion 6a and the horizontal portion 6b have different thicknesses, the thickness of the horizontal portion 6b is the thickness of the synthetic resin coating material 4. It is desirable to improve drainage and sweepability by using a slightly thinner elongated member.

長尺部材6の立上り部6aや水平部6bの表面には、合成樹脂製被覆材4と異なる色調の領域を設けてもよく、そのような領域を設けると、コンクリート床1の段差の存在を明確に視認できるので、段差を踏み外して排水溝2に落ちる心配がなくなり、また、後述する実施形態のように、下りの階段に連なる踊り場のコンクリート床の段差に長尺部材を設ける場合には、段差を踏み外して下りの階段に転落する危険を未然に防止することができる。
更に、長尺部材6の立上り部6aや水平部6bには、りん光を発する蓄光材を含んだ領域を設けてもよく、そのような領域を設けると、りん光によって暗闇でもコンクリート床1の段差の存在を明確に視認できるので、上記の効果がより顕著に発揮されて安全性が更に向上する利点がある。
また、スリップによる転倒事故を防止できるように、長尺部材6の水平部6bの表面に防滑用の凹凸を設けてもよい。
The surface of the rising portion 6a and the horizontal portion 6b of the long member 6 may be provided with a region having a color tone different from that of the synthetic resin coating material 4, and if such a region is provided, the presence of a step in the concrete floor 1 is indicated. Since it is clearly visible, there is no fear of stepping off the step and falling into the drainage groove 2, and when providing a long member on the step of the concrete floor of the landing that leads to the descending stairs as in the embodiment described later, The risk of falling off the steps and falling to the down stairs can be prevented.
Furthermore, the rising portion 6a and the horizontal portion 6b of the long member 6 may be provided with a region containing a phosphorescent material that emits phosphorescence. When such a region is provided, the concrete floor 1 of the concrete floor 1 can be obtained even in the dark due to phosphorescence. Since the presence of the step can be clearly seen, there is an advantage that the above effect is more remarkably exhibited and the safety is further improved.
Further, an anti-slip unevenness may be provided on the surface of the horizontal portion 6b of the long member 6 so as to prevent a fall accident due to slip.

通気通水層3,3aをコンクリート床1の上面1bに接着し、合成樹脂製被覆材4や長尺部材6を通気通水層3,3aに接着する接着剤としては、例えばウレタン樹脂系一成分型やエポキシ樹脂系二成分型の耐水性床用接着剤が好ましく使用され、その他、アクリル系、変性シリコーン系、ゴム系などの床用接着剤も使用される。   As an adhesive for adhering the ventilation water-permeable layers 3 and 3a to the upper surface 1b of the concrete floor 1 and adhering the synthetic resin covering material 4 and the long member 6 to the ventilation water-permeable layers 3 and 3a, for example, urethane resin Component type and epoxy resin type two-component water resistant floor adhesives are preferably used, and acrylic, modified silicone type, rubber type and other floor adhesives are also used.

また、合成樹脂製被覆材4の側端(段差側と反対側の側端)と前後両端を封止するシーリング材5としては、ウレタン系、エポキシ系、変性シリコーン系、シリコン系、ポリサルファイド系、アクリル系、SBR系、ブチルゴム系などのシーリング材が使用される。これらの中でもウレタン系のシーリング材は、後述の図11に示す実施形態のように、長尺部材6の立上り部6aの下端面に打設する場合でも、打設直後に垂れ難く、汎用的であり、扱い易いという観点から、特に好ましく使用される。このシーリング材5は、図2,図11に示すように、断面形状が直角三角形の三角シールとなるように打設、封止することが好ましい。   Further, as the sealing material 5 for sealing the side end (side end opposite to the step side) and the front and rear ends of the synthetic resin coating material 4, urethane-based, epoxy-based, modified silicone-based, silicon-based, polysulfide-based, Sealing materials such as acrylic, SBR, and butyl rubber are used. Among these, the urethane-based sealing material is a general-purpose material that hardly hangs down immediately after the casting even when it is placed on the lower end surface of the rising portion 6a of the long member 6 as in the embodiment shown in FIG. It is particularly preferably used from the viewpoint of being easy to handle. As shown in FIGS. 2 and 11, this sealing material 5 is preferably placed and sealed so as to form a triangular seal having a right-angled triangular cross section.

この実施形態の床被覆構造は、以下の要領で簡単かつ効率良く施工される。
先ず、櫛目ゴテを用いて、前記の床用接着剤を廊下のコンクリート床1の上面1bに塗布し、その上に前記の通気通水層3を敷設して接着、固定する。
次いで、通気通水層3の上面に前記の床用接着剤を塗布し(櫛目ゴテで塗布してもよいし、ベタ塗りしてもよい)、断面逆L字形の前記長尺部材6の立上り部6aをコンクリート床1の段差面1aに近接して沿わせながら、長尺部材6の水平部6bをコンクリート床1の段差側端部の通気通水層3の上に重ねて接着、固定する。
そして、段差側端部を除いて通気通水層3の上に前記の合成樹脂製被覆材4を敷設して接着、固定し、合成樹脂製被覆材4の段差側端縁と長尺部材6の水平部6bの端縁を樹脂溶接(合成樹脂8による溶接)等の手段で水密的に接合する。
最後に、合成樹脂製被覆材4の段差側と反対側の側端、及び、前後両端を前記のシーリング材5で封止し、床被覆構造を完成する。
The floor covering structure of this embodiment is simply and efficiently constructed in the following manner.
First, using a comb iron, the floor adhesive is applied to the upper surface 1b of the concrete floor 1 in the corridor, and the ventilation water-permeable layer 3 is laid and bonded and fixed thereon.
Next, the floor adhesive is applied to the upper surface of the ventilating water-permeable layer 3 (it may be applied with a comb or a solid iron), and the long member 6 having an inverted L-shaped cross section is raised. The horizontal portion 6b of the elongate member 6 is stacked on the ventilation water-permeable layer 3 at the step side of the concrete floor 1 while adhering and fixing the portion 6a along the step surface 1a of the concrete floor 1 in close proximity. .
Then, the synthetic resin coating material 4 is laid and bonded and fixed on the ventilation water-permeable layer 3 except for the step side edge, and the step side edge of the synthetic resin coating material 4 and the long member 6 are fixed. The edge of the horizontal portion 6b is joined in a watertight manner by means such as resin welding (welding with synthetic resin 8).
Finally, the side end opposite to the step side of the synthetic resin covering material 4 and the front and rear ends are sealed with the sealing material 5 to complete the floor covering structure.

以上のような構成の床被覆構造では、コンクリート床1の上面1bから放出された水蒸気や水が通気通水層3に浸透して層内を移動し、コンクリート床1の段差面1aと長尺部材6の立上り部6aとの間の排出通路7aを通って下向きの排出口7bから排出される。そして、排出通路7aや下向きの排出口7bは、立上り部6aの全長に亘るスリット状の開口面積が大きいものであるから、水蒸気や水の十分な排出量を確保することができる。従って、水蒸気や水が十分に排出されてコンクリート床1の上面1bと合成樹脂製被覆材4との間に溜まらないので、水蒸気や水の圧力による合成樹脂製被覆材4の膨れを確実に防止することができる。
また、排出口7bは下向きであるから、雨水が降り掛かる、所謂、雨掛かりのコンクリート床1の場合でも、雨水が排出口7bから排出通路7aを逆流してコンクリート床1と合成樹脂製被覆材4との間に侵入し、膨れの原因となることはない。そして、合成樹脂製被覆材4の段差側端縁と長尺部材6の水平部6bの端縁が水密的に接合されているので、この接合部から雨水や用水が合成樹脂製被覆材4の裏側に侵入して膨れの原因となることもない。
さらに、排出口7bとその上側の排出通路7aは、コンクリート床1の段差面1aに断面逆L字形の長尺部材6の立上り部6aを沿わせた状態で、コンクリート床1の段差側端部を通気通水層3を介して長尺部材6の水平部6bで被覆するという一つの工程(長尺部材6によるコンクリート床の段差側端部の被覆工程)によって簡単に形成できるため、作業効率が高く施工性に優れており、しかも、長尺部材6の立上り部6aの下端とコンクリート床1の段差面1aとの間に形成された下向きに開口する排出口7bは、外部から目視し難く、全く目立たないので、建物の美観を損ねることもない。
In the floor covering structure configured as described above, water vapor or water released from the upper surface 1b of the concrete floor 1 permeates the ventilation water-permeable layer 3 and moves through the layer, and the stepped surface 1a of the concrete floor 1 is long. It discharges | emits from the downward discharge port 7b through the discharge passage 7a between the rising parts 6a of the member 6. FIG. Since the discharge passage 7a and the downward discharge port 7b have a large slit-like opening area over the entire length of the rising portion 6a, a sufficient discharge amount of water vapor or water can be ensured. Accordingly, since the water vapor and water are sufficiently discharged and do not accumulate between the upper surface 1b of the concrete floor 1 and the synthetic resin covering material 4, the swelling of the synthetic resin covering material 4 due to the pressure of water vapor or water is surely prevented. can do.
Further, since the discharge port 7b faces downward, even in the case of the so-called rain-split concrete floor 1 where rainwater falls, the rainwater flows backward through the discharge passage 7a from the discharge port 7b and the synthetic floor covering 1 and the synthetic resin. No intrusion occurs between the two and causes blistering. And since the step side edge of the synthetic resin coating material 4 and the edge of the horizontal portion 6b of the elongate member 6 are joined in a watertight manner, rainwater and irrigation water from the joint portion of the synthetic resin coating material 4 It does not enter the back side and cause blistering.
Further, the discharge port 7b and the discharge passage 7a on the upper side thereof are provided on the step side end portion of the concrete floor 1 with the rising portion 6a of the long member 6 having an inverted L-shaped cross section along the step surface 1a of the concrete floor 1. Can be easily formed by one process (covering step on the side of the step of the concrete floor with the long member 6) by covering the surface with the horizontal portion 6 b of the long member 6 through the ventilation layer 3. The discharge port 7b opened downward between the lower end of the rising portion 6a of the long member 6 and the stepped surface 1a of the concrete floor 1 is difficult to see from the outside. Because it doesn't stand out at all, it doesn't detract from the beauty of the building.

本発明の床被覆構造においては、前記の長尺部材6に代えて、図6,図7,図8に示すような長尺部材61,62,63を用いて、コンクリート床1の段差側端部を被覆してもよい。   In the floor covering structure of the present invention, instead of the long member 6, long members 61, 62, and 63 as shown in FIGS. The part may be covered.

図6に示す断面逆L字形の長尺部材61は、帯状の通気通水層3aを水平部6bの裏面に全長に亘って接着剤(不図示)で予め接着したものである。このような長尺部材61は、帯状の通気通水層3aをコンクリート床1の段差側端部の上面1bに接着することで、通気通水層3を敷設、接着する前に、長尺部材61をコンクリート床1の段差側端部に取付け可能である。帯状の通気通水層3aは、図示のように水平部6bよりも少し広幅のものを用いて、通気通水層3aの側端部が水平部6bの側端から突き出すように接着し、水平部6bの側端と合成樹脂製被覆材4の段差側端との接合部と、通気通水層3aと通気通水層3との突合わせ端が、上下に重ならないようにすることが接合強度や水密性の観点から望ましい。   A long member 61 having an inverted L-shaped cross section shown in FIG. 6 is obtained by previously bonding a strip-shaped air-permeable layer 3a to the back surface of the horizontal portion 6b with an adhesive (not shown) over the entire length. Such a long member 61 is formed by adhering the belt-like vent water-permeable layer 3 a to the upper surface 1 b of the step side end of the concrete floor 1, so that the long member 61 is installed before the aeration water-permeable layer 3 is laid and bonded. 61 can be attached to the step side end of the concrete floor 1. As shown in the figure, the belt-shaped vent water-permeable layer 3a is slightly wider than the horizontal portion 6b, and is adhered so that the side end of the vent water-permeable layer 3a protrudes from the side end of the horizontal portion 6b. The joint between the side end of the portion 6b and the stepped side end of the synthetic resin coating material 4 and the butted end of the vent water-permeable layer 3a and the vent water-permeable layer 3 should not overlap each other. It is desirable from the viewpoint of strength and water tightness.

図7に示す長尺部材62は、水平部6bの全長に亘って薄片6cを水平部6bの側端の下部から延設すると共に、水平部6bと薄片6cの裏面に帯状の通気通水層3aを接着し、立上り部6aの裏面に複数の凸部(スペーサ)6dを立上り部6aの長さ方向に間隔をあけて形成したものである。
このような長尺部材62は、帯状の通気通水層3aをコンクリート床1の段差側端部の上面1bに接着固定することで、通気通水層3を敷設、接着する前に、長尺部材62をコンクリート床1の段差側端部に取付け可能であり、さらに薄片6cを合成樹脂製被覆材4の段差側端縁と帯状の通気通水層3aの間に挟んで、水平部6bの側端と合成樹脂製被覆材4の側端を突合わせた接合部からドープセメントやシーム液を注入し、薄片6cの上面と合成樹脂製被覆材4の端縁の裏面を溶着一体化することで、長尺部材62の固定強度と接合部の水密性を高めることができる。そして、立上り部6aの裏面の凸部6dをコンクリート床の段差面1aに当接させることで、立上り部6aと段差面1aとの間隔を一定に保つことができる。なお、排出通路7aを下方に移動する水蒸気や水は、複数の凸部6dの相互間を通って排出口7bから排出されるので、水蒸気や水の排出が妨げられる心配はない。
The long member 62 shown in FIG. 7 extends the thin piece 6c from the lower part of the side end of the horizontal part 6b over the entire length of the horizontal part 6b, and a strip-shaped ventilation water layer on the back of the horizontal part 6b and the thin piece 6c. 3a is bonded, and a plurality of convex portions (spacers) 6d are formed on the back surface of the rising portion 6a at intervals in the length direction of the rising portion 6a.
Such a long member 62 is formed by adhering and fixing the strip-shaped vent water-permeable layer 3a to the upper surface 1b of the step side end of the concrete floor 1 before the aerated water-permeable layer 3 is laid and bonded. The member 62 can be attached to the step-side end of the concrete floor 1, and the thin piece 6c is sandwiched between the step-side end edge of the synthetic resin coating material 4 and the belt-like vent water-permeable layer 3a, and the horizontal portion 6b Dope cement or seam liquid is injected from the joint where the side ends and the side ends of the synthetic resin coating material 4 are abutted, and the upper surface of the thin piece 6c and the back surface of the edge of the synthetic resin coating material 4 are welded and integrated. Thus, the fixing strength of the long member 62 and the water tightness of the joint can be enhanced. And the space | interval of the rising part 6a and the level | step difference surface 1a can be kept constant by making the convex part 6d of the back surface of the rising part 6a contact | abut on the level | step difference surface 1a of a concrete floor. In addition, since the water vapor | steam and water which move below the discharge channel | path 7a pass through between the some convex parts 6d, and are discharged | emitted from the discharge port 7b, there is no worry that discharge | emission of water vapor | steam and water is prevented.

薄片6cの厚みは0.5〜1.5mm程度、薄片6cの幅寸法(延設寸法)は10〜150mm程度とすることが好ましく、このようにすると、長尺部材62の水平部6bの側端と合成樹脂製被覆材4の段差側端との接合部に大きい段差が形成されなくなり、しかも、薄片6cの上面と合成樹脂製被覆材4の端縁の裏面との溶着面積が大きいので、長尺部材6の固定強度と接合部の水密性を十分高めることができる。
また、凸部6dの高さは1〜10mm程度とすることが好ましく、このような高さにすると、立上り部6aと段差面1aとの間隔が前述のように1〜10mm程度となるので、水蒸気や水の十分な排出量を確保することができる。
The thickness of the thin piece 6c is preferably about 0.5 to 1.5 mm, and the width (extended dimension) of the thin piece 6c is preferably about 10 to 150 mm. In this way, the side of the long member 62 on the horizontal portion 6b side is preferable. Since a large step is not formed at the joint between the end and the step side end of the synthetic resin coating material 4, and the welding area between the upper surface of the thin piece 6c and the back surface of the edge of the synthetic resin coating material 4 is large, The fixing strength of the long member 6 and the water tightness of the joint can be sufficiently increased.
Further, the height of the convex portion 6d is preferably about 1 to 10 mm, and with such a height, the interval between the rising portion 6a and the stepped surface 1a is about 1 to 10 mm as described above. Sufficient discharge of water vapor and water can be ensured.

図8に示す長尺部材63は、水平部6bの全長に亘って薄片6cを水平部6bの側端の下部から延設し、水平部6aの側端の上部に凹溝6e(合成樹脂製被覆材4側の溝側壁を欠いた凹溝)を水平部6aの全長に亘って形成すると共に、屈曲コーナー部6fの裏側に45°で傾斜する複数の傾斜当たり部6gを長尺部材63の長さ方向に間隔をあけて形成し、立上り部6aの下端縁の表面を凸湾曲面6hとしたものである。
このような長尺部材63は、傾斜当たり部6gをコンクリート床1の段差側端の角部又は通気通水層3の段差側端に当てることで、排水通路7aとなる立上り部6aと段差面1aとの隙間を一定に保つことができる。そして、薄片6cを合成樹脂製被覆材4の端縁と通気通水層3の間に挟み、接合部からドープセメントやシーム液を注入して薄片6cの上面と合成樹脂製被覆材4の裏面を溶着一体化すると共に、凹溝6eに合成樹脂やドープセメントなどを充填して長尺部材63の水平部6bの側端と合成樹脂製被覆材4の段差側端を接合することにより、長尺部材63の固定強度と接合部の水密性を更に高めることができる。また、立上り部6aの下端縁の表面が凸湾曲面6hであるので、立上り部6aの下端縁は捲れ難い。
8 has a thin piece 6c extending from the lower part of the side end of the horizontal part 6b over the entire length of the horizontal part 6b, and a concave groove 6e (made of synthetic resin) on the upper part of the side part of the horizontal part 6a. A concave groove lacking a groove side wall on the covering material 4 side) is formed over the entire length of the horizontal portion 6a, and a plurality of inclined contact portions 6g inclined at 45 ° on the back side of the bent corner portion 6f are formed on the long member 63. It is formed at intervals in the length direction, and the surface of the lower end edge of the rising portion 6a is a convex curved surface 6h.
Such a long member 63 is configured such that the sloped contact portion 6g is applied to the corner portion of the step side end of the concrete floor 1 or the step side end of the ventilation water-permeable layer 3 so that the rising portion 6a and the step surface become the drainage passage 7a. The gap with 1a can be kept constant. And the thin piece 6c is pinched | interposed between the edge of the synthetic resin coating | covering material 4 and the ventilation water-permeable layer 3, dope cement and seam liquid are inject | poured from a junction part, and the upper surface of the thin piece 6c and the back surface of the synthetic resin coating material 4 And welding the concave groove 6e with synthetic resin or dope cement to join the side end of the horizontal portion 6b of the long member 63 and the step side end of the synthetic resin covering material 4 so as to The fixing strength of the scale member 63 and the water tightness of the joint can be further increased. Moreover, since the surface of the lower end edge of the rising part 6a is the convex curved surface 6h, the lower end edge of the rising part 6a is hard to bend.

図9は本発明の他の実施形態に係る床被覆構造の部分断面図、図10は同実施形態に用いる断面逆L字形の長尺部材を裏返して示す部分斜視図である。   FIG. 9 is a partial cross-sectional view of a floor covering structure according to another embodiment of the present invention, and FIG. 10 is a partial perspective view showing a long member having an inverted L-shaped cross section used in the embodiment.

図9に示す実施形態の床被覆構造は、断面逆L字形の長尺部材6の立上り部6aをコンクリート床1の段差面1aに近接して沿わせると共に、両面粘着テープ9で立上り部6aを段差面1aに貼着することによって、両面粘着テープ9の厚みに相当する隙間を立上り部6aと段差面1aとの間に設け、排出通路7bとその下端の下向きに開口する排出口7bを形成している。
両面粘着テープ9は、予め、短いテープ片に切断し、図10に示すように、長尺部材6の立上り部6aの裏面に複数のテープ片9aを立上り部6aの長さ方向に間隔をあけて貼付けておくことが好ましい。このようにすると、長尺部材6をコンクリート床1の段差側端部に被覆、固定するときに、立上り部6aを段差面1aに押し付けるだけで、簡単かつ効率良く立上り部6aを段差面1aに貼着することができる。そして、排出通路7aを下方に移動する水蒸気や水は、テープ片9aの相互間を通り、排出口7b(立上り部6aの下端と段差面1aとの間において立上り部6aの長さ方向に不連続に形成された排出口)から排出されるので、水蒸気や水の排出が妨げられる心配もない。
In the floor covering structure of the embodiment shown in FIG. 9, the rising portion 6 a of the long member 6 having an inverted L-shaped cross section is placed close to the step surface 1 a of the concrete floor 1, and the rising portion 6 a is formed by the double-sided adhesive tape 9. By sticking to the stepped surface 1a, a gap corresponding to the thickness of the double-sided adhesive tape 9 is provided between the rising portion 6a and the stepped surface 1a to form a discharge passage 7b and a discharge port 7b that opens downward at the lower end thereof. doing.
The double-sided adhesive tape 9 is cut into short tape pieces in advance, and a plurality of tape pieces 9a are spaced apart in the length direction of the rising parts 6a on the back surface of the rising parts 6a of the long member 6, as shown in FIG. It is preferable to paste them. In this way, when the long member 6 is covered and fixed to the step side end of the concrete floor 1, the rising portion 6a can be easily and efficiently applied to the step surface 1a simply by pressing the rising portion 6a against the step surface 1a. Can be attached. Then, water vapor or water moving downward in the discharge passage 7a passes between the tape pieces 9a, and is undisturbed in the length direction of the rising portion 6a between the discharge port 7b (the lower end of the rising portion 6a and the stepped surface 1a). Since it is discharged from a continuously formed discharge port), there is no concern that the discharge of water vapor or water will be hindered.

両面粘着テープ4としては、例えば、ポリエチレンフォームなどの合成樹脂製帯状発泡体(厚み1.0〜5.5mm程度、幅寸法10〜25mm程度のもの)を基材として、その両面にアクリル系粘着剤などの粘着剤を塗布したものが好ましく使用される。
また、合成樹脂の連続発泡体、樹脂繊維やガラス繊維の不織布などの通気通水性の基材の両面に粘着剤を塗布した通気通水性の両面粘着テープも使用される。このような通気通水性の両面粘着テープは長尺部材6の立上り部6aの裏面に横一文字に貼付けてもよく、そのようにしても、水蒸気や水が通気通水性の基材を通って排出口7bから排出されるので、水蒸気や水の排出が妨げられる心配はない。
As the double-sided pressure-sensitive adhesive tape 4, for example, a synthetic resin belt-like foam (thickness of about 1.0 to 5.5 mm, width of about 10 to 25 mm) such as polyethylene foam is used as a base material, and acrylic adhesive is applied to both surfaces thereof. What applied adhesives, such as an agent, is used preferably.
Further, an air-permeable double-sided pressure-sensitive adhesive tape in which an adhesive is applied to both surfaces of an air-permeable base material such as a continuous foam of synthetic resin or a nonwoven fabric of resin fiber or glass fiber is also used. Such an air-permeable double-sided pressure-sensitive adhesive tape may be affixed to the back surface of the rising portion 6a of the long member 6 in a horizontal character. Even in such a case, water vapor or water passes through the air-permeable material. Since it is discharged from the outlet 7b, there is no concern that the discharge of water vapor or water will be hindered.

図9に示す実施形態の床被覆構造のその他の構成は、図1,図2に示す実施形態の床被覆構造のそれと同様であるので、図9において同一部材に同一符合を付すことにより、重複する説明を省略する。   Since the other structure of the floor covering structure of the embodiment shown in FIG. 9 is the same as that of the floor covering structure of the embodiment shown in FIG. 1 and FIG. 2, the same members in FIG. Description to be omitted is omitted.

図9に示す実施形態の床被覆構造は、図1,図2に示す実施形態の床被覆構造が奏する前記作用効果に加えて、両面粘着テープ9(テープ片9a)によって長尺部材6の立上り部6aが捲れあがるなどの不具合を防止でき、また、この両面粘着テープ9(テープ片9a)がスペーサの役目をして、長尺部材6の立上り部6aとコンクリート床1の段差面1aとの隙間を確保できるといった作用効果を奏する。   The floor covering structure of the embodiment shown in FIG. 9 has the long member 6 rising by the double-sided pressure-sensitive adhesive tape 9 (tape piece 9a) in addition to the above-described effects provided by the floor covering structure of the embodiment shown in FIGS. The double-sided adhesive tape 9 (tape piece 9a) can serve as a spacer to prevent the portion 6a from rolling up, and the rising portion 6a of the long member 6 and the step surface 1a of the concrete floor 1 can be prevented. There is an effect that a gap can be secured.

図11は本発明の更に他の実施形態に係る床被覆構造の部分断面図である。
この図11に示す実施形態の床被覆構造は、前記のシーリング材5によって、長尺部材6の立上り部6aの下端をその長さ方向に不連続に三角シールし、三角シールされていない部分の立上り部6aの下端と段差面1aとの隙間を下向きの排出口(図11には表れていない)としたものである。
その他の構成は図1,図2に示す実施形態の床被覆構造のそれと同様であるので、図11において同一部材に同一符合を付すことにより、重複する説明を省略する。
FIG. 11 is a partial cross-sectional view of a floor covering structure according to still another embodiment of the present invention.
In the floor covering structure of the embodiment shown in FIG. 11, the lower end of the rising portion 6a of the long member 6 is triangularly sealed discontinuously in the length direction by the sealing material 5, and the portion that is not triangularly sealed A gap between the lower end of the rising portion 6a and the step surface 1a is a downward discharge port (not shown in FIG. 11).
Other configurations are the same as those of the floor covering structure of the embodiment shown in FIG. 1 and FIG. 2, so that the same reference numerals are given to the same members in FIG.

図11に示す実施形態の床被覆構造は、図1,図2に示す実施形態の床被覆構造が奏する前記作用効果に加えて、三角シールしたシーリング材5によって長尺部材6の立上り部6aの下端が固定されるため、立上り部6aが捲れあがる不具合を防止することができると共に、立上り部6aと段差面1aとの隙間を一定に保つことができるといった作用効果を奏する。   The floor covering structure of the embodiment shown in FIG. 11 has the above-mentioned effects obtained by the floor covering structure of the embodiment shown in FIG. 1 and FIG. Since the lower end is fixed, it is possible to prevent a problem that the rising portion 6a is rolled up, and there is an effect that the gap between the rising portion 6a and the stepped surface 1a can be kept constant.

図12は本発明の更に他の実施形態に係る床被覆構造の平面図、図13は図12のA−A線断面図である。   12 is a plan view of a floor covering structure according to still another embodiment of the present invention, and FIG. 13 is a cross-sectional view taken along line AA of FIG.

図12,図13に示す実施形態の床被覆構造は、下りの階段20に連なる段差(段差面1a)を備えた踊り場のコンクリート床1の被覆構造を示したもので、下りの階段20に連なるコンクリート床1の段差(段差面1a)の高さは、通常20〜30cm程度である。   The floor covering structure of the embodiment shown in FIG. 12 and FIG. 13 shows the covering structure of the concrete floor 1 of the landing with a step (step surface 1 a) continuous to the down stairs 20, and continues to the down stairs 20. The height of the step (step surface 1a) of the concrete floor 1 is usually about 20 to 30 cm.

この踊り場のコンクリート床1の上面(1b)には、前記通気通水層3が敷設され、櫛目ゴテで塗布された前記接着剤(不図示)で接着されている。そして、コンクリート床1の段差側端部の上面1bは、通気通水層3を介して、断面逆L字形の前記長尺部材6の水平部6bで被覆されており、この水平部6bは前記接着剤(不図示)で通気通水層3の段差側端部に接着、固定されている。コンクリート床1の段差面1aは、該段差面1aに近接して沿わせた長尺部材6の立上り部6aで被覆されており、立上り部6aと段差面1aとの隙間が水蒸気や水の排水通路7aになると共に、該排水通路7aの下端(立上り部6aの下端と段差面1aとの隙間)が下向きの排出口7bとなっている。   The ventilation water-permeable layer 3 is laid on the upper surface (1b) of the concrete floor 1 of this landing, and is bonded with the adhesive (not shown) applied with a comb-shaped iron. And the upper surface 1b of the step side end portion of the concrete floor 1 is covered with the horizontal portion 6b of the long member 6 having an inverted L-shaped cross section through the ventilation water-permeable layer 3, and the horizontal portion 6b is An adhesive (not shown) is bonded and fixed to the step-side end of the ventilating water-permeable layer 3. The step surface 1a of the concrete floor 1 is covered with a rising portion 6a of a long member 6 along the step surface 1a so that the gap between the rising portion 6a and the step surface 1a is drainage of water vapor or water. While becoming the channel | path 7a, the lower end (gap between the lower end of the rising part 6a and the level | step difference surface 1a) of this drainage channel | path 7a becomes the downward discharge port 7b.

通気通水層3の上には、長尺部材6の水平部6bを接着、固定した段差側端部を除いて、前記合成樹脂製被覆材4が敷設され、前記接着剤(不図示)で接着、固定されている。そして、この合成樹脂被覆材4の段差側端縁と長尺部材6の水平部6bの端縁が溶接用の前記合成樹脂8で水密的に接合されており、更に、合成樹脂製被覆材4の周囲は、長尺部材6の水平部6bとの接合部分を除いて、前記シーリング材5で封止されている。
なお、図示はしていないが、階段20の表面は合成樹脂製の階段用床材で被覆することが望ましい。
The synthetic resin covering material 4 is laid on the ventilation water-permeable layer 3 except for the step side end portion to which the horizontal portion 6b of the long member 6 is bonded and fixed, and the adhesive (not shown) is used. Bonded and fixed. And the step side edge of this synthetic resin coating material 4 and the edge of the horizontal part 6b of the elongate member 6 are watertightly joined by the synthetic resin 8 for welding, and further, the synthetic resin coating material 4 Is sealed with the sealing material 5 except for the joint portion of the long member 6 with the horizontal portion 6b.
Although not shown, it is desirable that the surface of the stairs 20 is covered with a floor material for stairs made of synthetic resin.

上記のように構成された踊り場の床被覆構造においても、コンクリート床1から放出された水蒸気や水が通気通水層3と排出通路7aを通って排出口7bから排出され、コンクリート床1と合成樹脂製被覆材4との間に水蒸気や水が溜まらなくなるので、水蒸気や水の圧力による合成樹脂製被覆材4の膨れを防止することができる。そして、雨掛かりの踊り場のコンクリート床1の場合でも、雨水が下向きの排出口7bからコンクリート床1と合成樹脂製被覆材4との間に侵入して合成樹脂製被覆材4の膨れの原因となったり、合成樹脂製被覆材4の段差側端縁と長尺部材6の水平部6aの端縁との水密的な接合部から雨水が合成樹脂製被覆材4の裏側に侵入して合成樹脂製被覆材4の膨れの原因となったりすることはない。また、下向きの排出口7bは、長尺部材6の立上り部6aの下端の全長に亘るスリット状の開口面積が大きい排出口であるため、水蒸気や水の十分な排出量を確保することができ、しかも、このような下向きの排出口7bは全く目立たないので建物の美観を損ねることがない。また、この床被覆構造は、コンクリート床1の段差面1aに長尺部材6の立上り部6aを沿わせた状態で、コンクリート床1の段差側端部を通気通水層3を介して長尺部材6の水平部6bで被覆、固定するという一つの工程によって、排出口7bとその上側の排出通路6aを簡単に形成できるので施工性に優れる。   Also in the landing floor covering structure configured as described above, water vapor or water released from the concrete floor 1 is discharged from the discharge port 7b through the ventilation water layer 3 and the discharge passage 7a, and is combined with the concrete floor 1. Since water vapor and water do not accumulate with the resin coating material 4, swelling of the synthetic resin coating material 4 due to the pressure of water vapor or water can be prevented. And even in the case of the concrete floor 1 of a rain landing, rainwater enters between the concrete floor 1 and the synthetic resin coating 4 from the downward discharge port 7b, and causes the swelling of the synthetic resin coating 4 Rainwater enters the back side of the synthetic resin coating material 4 from the watertight joint between the step side edge of the synthetic resin coating material 4 and the edge of the horizontal portion 6a of the long member 6 and the synthetic resin. It does not cause swelling of the covering material 4. Moreover, since the downward discharge port 7b is a discharge port having a large slit-like opening area over the entire length of the lower end of the rising portion 6a of the long member 6, a sufficient discharge amount of water vapor or water can be secured. Moreover, since the downward discharge port 7b is inconspicuous, the aesthetic appearance of the building is not impaired. Further, this floor covering structure is such that the step side end portion of the concrete floor 1 is elongated through the ventilating water layer 3 in a state where the rising portion 6 a of the long member 6 is along the step surface 1 a of the concrete floor 1. The discharge port 7b and the discharge passage 6a on the upper side thereof can be easily formed by one process of covering and fixing with the horizontal portion 6b of the member 6, so that the workability is excellent.

なお、下りの階段20に連なる段差(段差面)を備えた廊下のコンクリート床や、グランドレベルより一段高い土間のコンクリート床の場合も、上記と同様の床被覆構造とすることによって、合成樹脂製被覆材4の膨れを防止できることは言うまでもない。   In the case of a concrete floor in a corridor having a step (step surface) connected to the descending stairs 20 or a concrete floor between soils that is one step higher than the ground level, a synthetic resin coating is provided by adopting a floor covering structure similar to the above. Needless to say, the swelling of the material 4 can be prevented.

1 コンクリート床
1a 段差面
2 排水溝
3 通気通水層
4 合成樹脂製被覆材
5 シーリング材
6 断面逆L字形の長尺部材
6a 長尺部材の立上り部
6b 長尺部材の水平部
6c 薄片
6d 凸部(スペーサ)
6e 凹溝
6g 傾斜当たり部
7a 排出通路
7b 排出口
8 合成樹脂
9 両面粘着テープ
9a テープ片
20 下りの階段
DESCRIPTION OF SYMBOLS 1 Concrete floor 1a Level difference surface 2 Drainage groove 3 Ventilation water layer 4 Synthetic resin coating material 5 Sealing material 6 Long member with reverse L-shaped cross section 6a Long member rising part 6b Long member horizontal part 6c Thin piece 6d Convex Part (spacer)
6e Concave groove 6g Inclined contact portion 7a Discharge passage 7b Discharge port 8 Synthetic resin 9 Double-sided adhesive tape 9a Tape piece 20 Downstairs

Claims (4)

段差のあるコンクリート床を、通気通水層を介して合成樹脂製被覆材で被覆した床被覆構造であって、
コンクリート床の段差側端部は、通気通水層を介して、立上り部とその上端から連なる水平部とを備えた断面逆L字形の長尺部材の水平部で被覆されており、
コンクリート床の段差面は、この段差面に沿わせた長尺部材の立上り部で被覆されており、
合成樹脂製被覆材の段差側端縁と長尺部材の水平部の端縁とが水密的に接合されている、ことを特徴とする床被覆構造。
A floor covering structure in which a concrete floor with a step is covered with a synthetic resin covering material through a ventilation water passage layer,
The step side end portion of the concrete floor is covered with a horizontal portion of a long member having an inverted L-shaped cross section having a rising portion and a horizontal portion continuous from the upper end through a ventilation water passage layer,
The step surface of the concrete floor is covered with a rising part of a long member along the step surface,
A floor covering structure characterized in that a step side edge of a synthetic resin covering material and an edge of a horizontal portion of a long member are joined in a watertight manner.
前記長尺部材の水平部の側端に薄片が設けられ、この薄片が合成樹脂製被覆材と通気通水層との間に挟着されていることを特徴とする、請求項1に記載の床被覆構造。   The thin piece is provided in the side edge of the horizontal part of the elongate member, and this thin piece is pinched between the synthetic resin covering material and the ventilation water-permeable layer. Floor covering structure. 前記長尺部材の水平部の側端縁に凹溝が設けられ、この凹溝と合成樹脂製被覆材との間に合成樹脂が充填されていることを特徴とする、請求項1又は請求項2に記載の床被覆構造。   A concave groove is provided on a side edge of the horizontal portion of the long member, and a synthetic resin is filled between the concave groove and the synthetic resin coating material. The floor covering structure according to 2. 前記長尺部材の立上り部とコンクリート床の段差面とが両面粘着テープで接合されていることを特徴とする、請求項1ないし請求項3のいずれかに記載の床被覆構造。   The floor covering structure according to any one of claims 1 to 3, wherein the rising portion of the long member and the stepped surface of the concrete floor are joined with a double-sided adhesive tape.
JP2015114414A 2015-06-05 2015-06-05 Floor covering structure Active JP6630983B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015114414A JP6630983B2 (en) 2015-06-05 2015-06-05 Floor covering structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015114414A JP6630983B2 (en) 2015-06-05 2015-06-05 Floor covering structure

Publications (2)

Publication Number Publication Date
JP2017002480A true JP2017002480A (en) 2017-01-05
JP6630983B2 JP6630983B2 (en) 2020-01-15

Family

ID=57751671

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015114414A Active JP6630983B2 (en) 2015-06-05 2015-06-05 Floor covering structure

Country Status (1)

Country Link
JP (1) JP6630983B2 (en)

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5038895B1 (en) * 1966-05-03 1975-12-12
JPS62273353A (en) * 1986-05-22 1987-11-27 株式会社ダイフレックス Method of insulating deaerating waterproof construction
JPH0227048A (en) * 1988-07-18 1990-01-29 Kanebo Ltd Waterproof construction
JPH03293455A (en) * 1990-04-12 1991-12-25 Naoki Suga Corner mounting structure for waterproof sheet
EP0794299A1 (en) * 1996-03-08 1997-09-10 VOLTECO S.p.A. Method for producing flat coverings
JPH09310416A (en) * 1996-05-20 1997-12-02 Riboole:Kk Back joint waterproofing construction method
JPH112003A (en) * 1997-06-11 1999-01-06 Tsutsunaka Sheet Bosui Kk Waterproofing method
JP2002021262A (en) * 2000-07-06 2002-01-23 Munemasu Shirota Roofing material and execution method therefor
JP2012237098A (en) * 2011-05-10 2012-12-06 Sekisui Chem Co Ltd Repair waterproof structure of roof floor having parapet

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5038895B1 (en) * 1966-05-03 1975-12-12
JPS62273353A (en) * 1986-05-22 1987-11-27 株式会社ダイフレックス Method of insulating deaerating waterproof construction
JPH0227048A (en) * 1988-07-18 1990-01-29 Kanebo Ltd Waterproof construction
JPH03293455A (en) * 1990-04-12 1991-12-25 Naoki Suga Corner mounting structure for waterproof sheet
EP0794299A1 (en) * 1996-03-08 1997-09-10 VOLTECO S.p.A. Method for producing flat coverings
JPH09310416A (en) * 1996-05-20 1997-12-02 Riboole:Kk Back joint waterproofing construction method
JPH112003A (en) * 1997-06-11 1999-01-06 Tsutsunaka Sheet Bosui Kk Waterproofing method
JP2002021262A (en) * 2000-07-06 2002-01-23 Munemasu Shirota Roofing material and execution method therefor
JP2012237098A (en) * 2011-05-10 2012-12-06 Sekisui Chem Co Ltd Repair waterproof structure of roof floor having parapet

Also Published As

Publication number Publication date
JP6630983B2 (en) 2020-01-15

Similar Documents

Publication Publication Date Title
ES2901441T3 (en) Procedure for sanitation and reconstruction of wet rooms
JP2017025632A (en) Step coverage structure and step covering material for use in the same
JP2014208973A (en) Waterproof sheet and draining material
JP6630983B2 (en) Floor covering structure
JP3908091B2 (en) Horizontal joint waterproof structure between upper and lower vertical hollow extruded cement boards
JP5588734B2 (en) Drain drainage groove member and floor covering structure using it
US11421393B2 (en) Vapor mitigation apparatus and method
JP5751850B2 (en) Floor structure
JP2008223239A (en) Structure of balcony, wastewater partition member of balcony, and structure of balcony using the same
JP2024178985A (en) Construction method of joint treatment structure and joint treatment structure
US7516592B1 (en) Foundation crack sealer and method of use
JP6439191B2 (en) Staircase covering structure
FR2981103A3 (en) STRIP OF DESOLIDARIZATION
JP4369587B2 (en) Drain drainage structure of outdoor corridor floor
JPH0194144A (en) Waterproof construction method
JP2001012043A (en) Floor member for stairs
JP2001098745A (en) Floor structure
JP2918294B2 (en) Method of protecting waterproof layer and elastic stopper used therefor
JPH05118091A (en) Drip member
JP2010031516A (en) Material and construction method for valley gutter
JP2001011935A (en) Floor structure
JP3059155U (en) Waterproof sheet with protrusion
JP7097661B2 (en) Waterproofing member for the inside corner, waterproofing structure using the waterproofing member, waterproofing method
JP2007262710A (en) Nosing material and staircase structure using it
JP2015155621A (en) Roof part waterproof structure

Legal Events

Date Code Title Description
RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20151212

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20171204

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20180914

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20181023

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20181214

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190528

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190624

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20191112

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20191122

R150 Certificate of patent or registration of utility model

Ref document number: 6630983

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250