JP6712305B2 - Water collecting system for waterproof floor, waterproof floor having the same, and water collecting method on waterproof floor - Google Patents

Water collecting system for waterproof floor, waterproof floor having the same, and water collecting method on waterproof floor Download PDF

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JP6712305B2
JP6712305B2 JP2018205457A JP2018205457A JP6712305B2 JP 6712305 B2 JP6712305 B2 JP 6712305B2 JP 2018205457 A JP2018205457 A JP 2018205457A JP 2018205457 A JP2018205457 A JP 2018205457A JP 6712305 B2 JP6712305 B2 JP 6712305B2
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water
drainage
drainage facility
waterproof
laminated structure
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JP2020070626A (en
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良則 林
良則 林
裕司 寺門
裕司 寺門
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Toray Engineering Co Ltd
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Toyo Construction Co Ltd
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Description

本発明は、防水床の集水システム、この集水システムを備えた防水床、及び、防水床での集水方法に関するものである。 TECHNICAL FIELD The present invention relates to a water collecting system for a waterproof floor, a waterproof floor provided with this water collecting system, and a water collecting method for the waterproof floor.

水を多用するような主に食品系の生産施設等では、排水桝等の排水設備(例えば特許文献1参照)を備えた防水床が利用されるが、近年、このような施設が多層化してきており、2階以上では1階と構造が異なる防水床が必要となる。例えば図6には、施設の2階以上で利用される、排水設備として排水桝70Aが設置された従来の防水床100が示されている。この防水床100は、床スラブ40の上に、防水材44、保護コンクリート46、緩衝材48及び押えコンクリート54が積層された積層構造を有している。そして、床スラブ40に設けられた開口部40aに、排水桝70Aの本体部72が埋設され、更に、防水材44から押えコンクリート54までの各層を貫通して、排水桝70Aの嵩上げ部74が設置されている。 A water-proof floor provided with a drainage facility such as a drainage basin (for example, see Patent Document 1) is used in mainly food-based production facilities that use a lot of water, but in recent years, such facilities have become multi-layered. Therefore, on the 2nd floor and above, a waterproof floor with a different structure from the 1st floor is required. For example, FIG. 6 shows a conventional waterproof floor 100 having a drainage basin 70A installed as a drainage facility, which is used on the second floor and above of the facility. The waterproof floor 100 has a laminated structure in which a waterproof material 44, a protective concrete 46, a cushioning material 48, and a holding concrete 54 are laminated on a floor slab 40. Then, the main body 72 of the drainage basin 70A is embedded in the opening 40a provided in the floor slab 40, and further penetrates each layer from the waterproof material 44 to the presser concrete 54 to form the raised portion 74 of the drainage basin 70A. is set up.

本体部72と嵩上げ部74とは溶接等で連結されており、押えコンクリート54上を流れる水が、嵩上げ部74の上蓋76に設けられたスリットから嵩上げ部74内に取り込まれ、更に異物を受けるためのバスケット78等を介して、本体部72内に導かれて排水される。又、嵩上げ部74の外周部には、複数の水抜き穴80が設けられており、防水床100の積層構造に浸透した水が、水抜き穴80を介して嵩上げ部74の内部に取り込まれるようになっている。このような浸透水は、排水桝70Aと積層構造との間の継ぎ目や、経年劣化により発生する押えコンクリート54のひび割れ等から浸透するものである。 The main body 72 and the raised portion 74 are connected by welding or the like, and the water flowing on the pressing concrete 54 is taken into the raised portion 74 from the slit provided in the upper lid 76 of the raised portion 74 and further receives foreign matter. Through the basket 78 or the like for drainage. Further, a plurality of water drain holes 80 are provided on the outer peripheral portion of the raised portion 74, and water that has permeated the laminated structure of the waterproof floor 100 is taken into the raised portion 74 via the drain holes 80. It is like this. Such permeated water permeates from joints between the drainage basin 70A and the laminated structure, cracks in the holding concrete 54 caused by deterioration over time, and the like.

一方、図7には、従来の防水床100の、排水設備として設置された点検蓋88付の排水ドレン70Bの周辺を示しており、この排水ドレン70Bは、ドレン本体84と筒状体86とを備えている。ドレン本体84は、床スラブ40に埋設され、その上面に複数のスリットが設けられている。ドレン本体84の上には、防水材44から押えコンクリート54までを貫通する筒状体86が設置されており、筒状体86の上端に点検蓋88が取り付けられている。そして、筒状体86の外周部や、筒状体86の下端とドレン本体84の上面との間に、水抜き穴80が設けられており、防水床100の積層構造に浸透した水が、水抜き穴80及びドレン本体84上面のスリットを通して、ドレン本体84から排水されるようになっている。 On the other hand, FIG. 7 shows the vicinity of a drainage drain 70B with an inspection lid 88 installed as drainage equipment in the conventional waterproof floor 100. The drainage drain 70B includes a drain body 84 and a tubular body 86. Is equipped with. The drain body 84 is embedded in the floor slab 40 and has a plurality of slits on the upper surface thereof. On the drain body 84, a tubular body 86 penetrating from the waterproof material 44 to the holding concrete 54 is installed, and an inspection lid 88 is attached to the upper end of the tubular body 86. Then, the water drain hole 80 is provided between the outer peripheral portion of the tubular body 86 and between the lower end of the tubular body 86 and the upper surface of the drain body 84, and water that has permeated the laminated structure of the waterproof floor 100 is The water is drained from the drain main body 84 through the drain hole 80 and the slit on the upper surface of the drain main body 84.

特開2007−146376号公報JP, 2007-146376, A

ここで、従来の防水床100では、特に水抜き穴80の近傍を拡大図示した図6(b)で確認できるように、防水材44の排水桝70A周りの縁と、排水桝70Aの外周部との間に、水抜き穴80に連通する環状の空間102が確保されている。しかしながら、この環状の空間102の大きさが十分でなく、又、押えコンクリート54、緩衝材48及び保護コンクリート46に浸透した水が、環状の空間102に導かれるような構成を有していないため、浸透した水が上手く排水されずに溜まっていた。この点は、図7に示した排水ドレン70Bの周囲についても同様である。このような浸透水は、下の階に漏れる等の様々な問題を引き起こしてしまう。 Here, in the conventional waterproof floor 100, the edge of the waterproof material 44 around the drainage basin 70A and the outer peripheral portion of the drainage basin 70A can be confirmed, as can be seen in FIG. An annular space 102 communicating with the water drain hole 80 is secured between and. However, the annular space 102 is not large enough, and the water that permeates the holding concrete 54, the cushioning material 48, and the protective concrete 46 is not guided to the annular space 102. , The water that had permeated was not drained well and was accumulated. This also applies to the periphery of the drainage drain 70B shown in FIG. Such permeated water causes various problems such as leakage to the lower floor.

本発明は上記課題に鑑みてなされたものであり、その目的とするところは、防水床の内部に浸透した水を効率よく排水することにある。 The present invention has been made in view of the above problems, and an object thereof is to efficiently drain water that has penetrated into the inside of a waterproof floor.

(発明の態様)
以下の発明の態様は、本発明の構成を例示するものであり、本発明の多様な構成の理解を容易にするために、項別けして説明するものである。各項は、本発明の技術的範囲を限定するものではなく、発明を実施するための最良の形態を参酌しつつ、各項の構成要素の一部を置換し、削除し、又は、更に他の構成要素を付加したものについても、本願発明の技術的範囲に含まれ得るものである。
(Aspect of the invention)
The following aspects of the invention exemplify the constitution of the present invention, and are explained separately for each item in order to facilitate understanding of various constitutions of the present invention. Each section does not limit the technical scope of the present invention, while referring to the best mode for carrying out the invention, a part of the constituent elements of each section is replaced, deleted, or further The addition of the constituent elements of (5) is also included in the technical scope of the present invention.

(1)下層側から少なくとも防水材、緩衝材及び押えコンクリートが積層された積層構造を備え、該積層構造の上を流れる水、及び/又は、前記積層構造の内部に浸透した水を排水するための概略筒状の排水設備が、前記積層構造を貫通して少なくとも1つ設置された防水床の集水システムであって、前記少なくとも1つの排水設備毎に設けられ、前記防水材よりも上層の前記積層構造内に浸透した水を、前記少なくとも1つの排水設備の外周部に設けられた水抜き穴へと誘導するための、集水構造を含む防水床の集水システム。 (1) To have a laminated structure in which at least a waterproof material, a cushioning material, and a holding concrete are laminated from the lower layer side, and to drain water flowing over the laminated structure and/or water that has penetrated into the laminated structure. Is a water collecting system of a waterproof floor in which at least one is installed by penetrating the laminated structure, and is provided for each of the at least one drainage facility, and is a layer above the waterproof material. the permeated water in the layered structure, said to induce a water drain hole provided on an outer peripheral portion of at least one drainage, waterproof floor catchment system comprising water collecting structure.

本項に記載の防水床の集水システムは、主に2階以上で用いられる防水床を対象としたものであり、このような防水床は、床スラブ等の上に、下層側から少なくとも防水材、緩衝材及び押えコンクリートが積層された積層構造を備えている。更に、防水床には、積層構造の上を流れる水、及び/又は、積層構造の内部に浸透した水を排水するための、概略筒状の排水設備が、積層構造を貫通して少なくとも1つ設置されている。この少なくとも1つの排水設備には、その外周部に、外側から水を取り込むための水抜き穴が設けられている。 The water collecting system for a waterproof floor described in this section is mainly intended for a waterproof floor used on the second floor or higher, and such a waterproof floor is at least waterproof from the lower layer side on a floor slab or the like. It has a laminated structure in which materials, cushioning materials and holding concrete are laminated. Further, the waterproof floor has at least one substantially cylindrical drainage facility for draining water flowing over the laminated structure and/or water permeated into the laminated structure through the laminated structure. is set up. The at least one drainage facility is provided with a water drainage hole on the outer peripheral portion thereof for taking in water from the outside.

そして、上記のような防水床を対象とした防水床の集水システムは、少なくとも1つの排水設備毎に設けられた集水構造を含んでいる。この集水構造は、防水床の積層構造内の、防水材よりも上層に浸透した水を、排水設備の外周部に設けられた水抜き穴へと誘導するためのものである。これにより、防水床の積層構造内に浸透した水が、集水構造を介して、排水設備の水抜き穴へと誘導されることになるため、水抜き穴を通して排水設備から排水されるものである。しかも、集水構造は排水設備毎に設けられるため、複数の排水設備が設置された防水床では、複数の排水設備のうち、近くにある排水設備や流れて行き易い位置にある排水設備から、浸透水が排水されることとなる。このようにして、防水床の内部に浸透した水が、効率よく排水されるものである。 The water collecting system for the waterproof floor as described above includes a water collecting structure provided for at least one drainage facility. This water collecting structure is for guiding the water that has penetrated to the upper layer of the waterproof material in the laminated structure of the waterproof floor to the drain hole provided on the outer peripheral portion of the drainage facility. As a result, water that has penetrated into the laminated structure of the waterproof floor will be guided to the drainage hole of the drainage facility via the water collection structure, so that it will be drained from the drainage facility through the drainage hole. is there. Moreover, since the water collection structure is provided for each drainage facility, in a waterproof floor where multiple drainage facilities are installed, among multiple drainage facilities, from nearby drainage facilities and drainage facilities that are in easy-to-flow positions, The permeated water will be drained. In this way, the water that has penetrated into the waterproof floor is efficiently drained.

(2)上記(1)項において、前記集水構造は、前記防水材の直上に配置された複数の通水管と、前記少なくとも1つの排水設備の外周部に沿って、前記水抜き穴と連通するように設けられた通水空間と、を含み、前記複数の通水管は、平面視で、各々の一端を前記少なくとも1つの排水設備へ向ける態様で、該排水設備の周囲に互いに間隔を空けて放射状に配置され、前記通水空間は、少なくとも、前記少なくとも1つの排水設備の外周部と、前記防水材の、前記少なくとも1つの排水設備周りの縁との間の空間、及び、前記少なくとも1つの排水設備の外周部と、前記複数の通水管の各々の前記一端との間の空間を含むように設けられている防水床の集水システム(請求項)。 (2) In the above item (1), the water collecting structure communicates with the water drain holes along a plurality of water pipes arranged directly above the waterproof material and along an outer peripheral portion of the at least one drainage facility. And a water passage provided so as to provide a plurality of water passages, and the plurality of water pipes are spaced apart from each other around the drainage facility in a plan view with one end of each of the water pipes directed toward the at least one drainage facility. And at least the space between the outer peripheral portion of the at least one drainage facility and an edge of the waterproof material around the at least one drainage facility, and the at least one water passage space. A water collecting system for a waterproof floor which is provided so as to include a space between an outer peripheral portion of one drainage facility and the one end of each of the plurality of water passages (claim 1 ).

本項に記載の防水床の集水システムは、集水構造が、複数の通水管と通水空間とを含むものであり、複数の通水管は、防水床の積層構造のうちの、防水材の直上に配置される。更に、複数の通水管は、平面視で、各々の一端を排水設備へ向ける態様で、排水設備の周囲に互いに間隔を空けて放射状に配置される。ここで、防水床の積層構造のうち、防水材の上に積層される層は、通水管が配置された位置では通水管の上から積層され、通水管が配置されていない位置では防水材の上に直接積層されることになる。これにより、防水床の積層構造内で防水材の上まで浸透した水に対して、通水管による流路が与えられることになる。 In the water collecting system for a waterproof floor according to this section, the water collecting structure includes a plurality of water passages and a water passage space, and the plurality of water passages is a waterproof material in the laminated structure of the waterproof floor. It is located directly above. Further, the plurality of water pipes are radially arranged at intervals around the drainage facility in a manner that one end thereof is directed to the drainage facility in a plan view. Here, in the laminated structure of the waterproof floor, the layer to be laminated on the waterproof material is laminated from above the water pipe at the position where the water pipe is arranged, and the layer of the waterproof material at the position where the water pipe is not arranged. It will be laminated directly on top. As a result, a water passage pipe is provided for water that has penetrated to the top of the waterproof material in the laminated structure of the waterproof floor.

一方、通水空間は、排水設備の外周部に沿って、排水設備の水抜き穴と連通するように設けられる。より詳しくは、通水空間は、少なくとも、排水設備の外周部と、防水材の排水設備周りの縁との間の空間、及び、排水設備の外周部と、複数の通水管の各々の、排水設備へ向けられた一端との間の空間を含むように設けられる。これにより、防水材によって排水設備の水抜き穴が塞がれることなく、複数の通水管の各々の一端と排水設備の水抜き穴とが、通水空間を介して連通するようになる。このため、通水管を通過した浸透水が、更に通水空間及び水抜き穴を通って、排水設備から排水される。従って、通水管の他端から一端へと流れる流路が形成され、防水床に浸透した水の流れが促されることで、浸透水が効率よく排水されることとなる。 On the other hand, the water passage space is provided along the outer periphery of the drainage facility so as to communicate with the drainage hole of the drainage facility. More specifically, the water passage space is at least a space between the outer peripheral portion of the drainage facility and the edge of the waterproof material around the drainage facility, and the outer peripheral portion of the drainage facility and the drainage water of each of the plurality of water pipes. It is provided so as to include a space between the end facing the equipment. As a result, one end of each of the plurality of water pipes and the drainage hole of the drainage facility communicate with each other through the waterflow space without blocking the drainage hole of the drainage facility with the waterproof material. Therefore, the permeated water that has passed through the water pipe is further discharged from the drainage facility through the water passage space and the drain hole. Therefore, a flow path that flows from the other end to one end of the water pipe is formed, and the flow of water that has permeated the waterproof floor is promoted, so that the permeated water is efficiently drained.

(3)上記(2)項において、前記積層構造が、前記防水材と前記緩衝材との間に積層された保護コンクリートを含み、前記通水空間は、前記少なくとも1つの排水設備の外周部と、前記保護コンクリートの、前記少なくとも1つの排水設備周りの縁との間に設けられた空間を含み、前記集水構造は、前記防水材の直上において、前記複数の通水管の各々の他端と近接して、該複数の通水管の周囲を囲うように環状に延在し、前記保護コンクリートを、前記排水設備及び前記複数の通水管が配置される内側と外側とに区切る区切り部材を含み、該区切り部材の、少なくとも、前記複数の通水管の各々の前記他端と近接する部位が除去されていることで、前記複数の通水管の各々の、前記他端の開口部に連通する導入空間が設けられている防水床の集水システム(請求項)。 (3) In the above item (2), the laminated structure includes protective concrete laminated between the waterproof material and the cushioning material, and the water passage space is an outer peripheral portion of the at least one drainage facility. A space provided between the protective concrete and an edge around the at least one drainage facility, wherein the water collection structure is directly above the waterproof material, and the other end of each of the plurality of water pipes is provided. Proximity, extending annularly so as to surround the periphery of the plurality of water pipes, the protective concrete, including a partition member for partitioning the drainage equipment and the inner and outer sides where the plurality of water pipes are arranged, An introduction space communicating with the opening of the other end of each of the plurality of water passage pipes is formed by removing at least a portion of the partition member adjacent to the other end of each of the plurality of water passage pipes. A water collecting system for a waterproof floor provided with the above (Claim 2 ).

本項に記載の防水床の集水システムは、防水材と緩衝材との間に保護コンクリートが積層された積層構造を有する防水床を対象としており、従って、複数の通水管及び防水材の上には、保護コンクリートが積層されることになる。又、集水構造の通水空間は、上記(2)項に記載した空間に加えて、排水設備の外周部と、保護コンクリートの排水設備周りの縁との間に設けられた空間を含んでいる。これにより、通水空間は、排水設備の外周部に沿って上方向へと広がり、緩衝材と保護コンクリートとの間や保護コンクリート内に浸透した水が、保護コンクリートの排水設備周りの縁から、又、緩衝材内に浸透した水が、通水空間の上方に位置する緩衝材の下面から、通水空間へと流れ易くなる。 The water collecting system for a waterproof floor described in this section is intended for a waterproof floor having a laminated structure in which protective concrete is laminated between a waterproof material and a cushioning material. Protective concrete will be laminated on. In addition to the space described in (2) above, the water passage space of the water collection structure includes a space provided between the outer peripheral portion of the drainage facility and the edge of the protective concrete around the drainage facility. There is. As a result, the water passage space expands upward along the outer periphery of the drainage facility, and the water that has permeated between the cushioning material and the protective concrete and into the protective concrete flows from the edge of the protective concrete surrounding the drainage facility. Further, the water that has penetrated into the cushioning material easily flows from the lower surface of the cushioning material located above the water passage space into the water passage space.

又、集水構造は、複数の通水管及び集水空間に加えて区切り部材を含み、この区切り部材は、防水材の直上において、複数の通水管の各々の他端と近接して、これら複数の通水管の周囲を囲うように環状に延在している。そして、区切り部材が保護コンクリートの厚みと同等の高さを有していることで、保護コンクリートが区切り部材によって、排水設備及び複数の通水管が配置される内側と外側とに区切られる。このような区切り部材が配置されることによって、積層構造内を防水材の上まで浸透した水が、区切り部材に沿って流れ易くなる。 Further, the water collecting structure includes a partition member in addition to the plurality of water conduits and the water collecting space, and the partition member is located immediately above the waterproof material, in proximity to the other end of each of the plurality of water conduits. It extends in an annular shape so as to surround the water pipe of. Since the partition member has the same height as the thickness of the protective concrete, the protective concrete is partitioned by the partition member into the inside and the outside where the drainage facility and the plurality of water pipes are arranged. By disposing such a partition member, water that has penetrated into the laminated structure up to the top of the waterproof material can easily flow along the partition member.

更に、区切り部材は、少なくとも、複数の通水管の各々の他端と近接する部位が除去されている。これにより、除去前の区切り部材があった箇所に、複数の通水管の各々の、他端の開口部に連通する導入空間が形成される。このため、区切り部材の内側及び外側において、防水材上を区切り部材に沿って流れる浸透水や、導入空間の上に位置する緩衝材まで浸透した浸透水が、導入空間を通って、他端の開口部から通水管へと導かれることになる。従って、通水管から通水空間を通って排水設備へと至る流れが一層促され、浸透水がより効率よく排水されるものである。 Further, the partition member has at least a portion removed in proximity to the other end of each of the plurality of water passage pipes. As a result, an introduction space that communicates with the opening at the other end of each of the plurality of water passages is formed at the location where the partition member was present before removal. For this reason, inside and outside of the partition member, the permeated water flowing along the partition member on the waterproof material and the permeated water that has permeated to the cushioning material located above the introduction space pass through the introduction space and reach the other end. It will be guided from the opening to the water pipe. Therefore, the flow from the water pipe through the water passage to the drainage facility is further promoted, and the permeated water is drained more efficiently.

(4)上記(3)項において、前記積層構造は、前記緩衝材として、下層側から断熱材と嵩上げ材とを含み、前記通水空間は、前記少なくとも1つの排水設備の外周部と、前記断熱材の、前記少なくとも1つの排水設備周りの縁との間に設けられた空間を含む防水床の集水システム(請求項)。
本項に記載の防水床の集水システムは、下層側から防水材、保護コンクリート、断熱材、嵩上げ材、及び、押えコンクリートが積層された積層構造を有する防水床を対象としたものである。そして、通水空間が、更に、排水設備の外周部と、断熱材の排水設備周りの縁との間に設けられた空間を含むものである。これにより、通水空間は、排水設備の外周部に沿って更に上方向へと広がり、嵩上げ材と断熱材との間や断熱材内に浸透した水が、断熱材の排水設備周りの縁から、又、嵩上げ材内に浸透した水が、通水空間の上方に位置する嵩上げ材の下面から、通水空間へと流れ易くなる。従って、浸透水の排水が更に促されることになる。
(4) In the above item (3), the laminated structure includes a heat insulating material and a raising material from the lower layer side as the cushioning material, and the water passage space is an outer peripheral portion of the at least one drainage facility, and A water collecting system for a waterproof floor including a space provided between an insulating material and an edge around the at least one drainage facility (claim 3 ).
The water collecting system for a waterproof floor described in this section is intended for a waterproof floor having a laminated structure in which a waterproof material, a protective concrete, a heat insulating material, a raising material, and a holding concrete are laminated from the lower layer side. The water passage space further includes a space provided between the outer peripheral portion of the drainage facility and the edge of the heat insulating material around the drainage facility. As a result, the water passage space further expands upward along the outer peripheral portion of the drainage facility, and the water that has permeated between the raising material and the heat insulating material and into the heat insulating material is removed from the edge of the heat insulating material around the drainage equipment. In addition, the water that has penetrated into the padding material easily flows from the lower surface of the padding material located above the water passing space to the water passing space. Therefore, drainage of the permeated water is further promoted.

(5)上記()から(4)項のいずれか1項記載の防水床の集水システムと、前記積層構造と、前記少なくとも1つの排水設備とを含み、該少なくとも1つの排水設備として、主に前記積層構造の上を流れる水を排水するために設置された、少なくとも1つの排水桝を含む防水床(請求項)。
本項に記載の防水床は、上記()から(4)項のいずれか1項記載の防水床の集水システムと、積層構造と、少なくとも1つの排水設備とを含み、この少なくとも1つの排水設備として、少なくとも1つの排水桝を含むものである。排水桝は、主に積層構造の上を流れる水を排水するために設置されるものであり、そのような水が、積層構造の上面と略同じ高さに設置された上蓋のスリットや穴から、排水桝の内部へ取り込まれて排水される。更に、排水桝の外周部には複数の水抜き穴が設けられており、積層構造に浸透した水が、それらの水抜き穴から排水桝の内部へ取り込まれて排水される。これにより、積層構造の上を流れる水だけでなく、積層構造の内部に浸透した水までもが、排水桝を介して効率的に排水されるものである。
(5) The water collecting system for a waterproof floor according to any one of ( 2 ) to (4), the laminated structure, and the at least one drainage facility, and the at least one drainage facility includes: A waterproof floor including at least one drainage basin installed mainly for draining water flowing over the laminated structure (claim 4 ).
The waterproof floor according to this section includes the water collecting system for the waterproof floor according to any one of ( 2 ) to (4) above, a laminated structure, and at least one drainage facility. The drainage facility includes at least one drainage basin. The drainage basin is installed mainly for draining water flowing over the laminated structure, and such water is discharged from slits or holes in the top lid installed at approximately the same height as the upper surface of the laminated structure. , It is taken into the drainage basin and drained. Further, a plurality of water drain holes are provided in the outer peripheral portion of the drainage basin, and water that has permeated the laminated structure is taken into the drainage basin through the drainage holes and drained. As a result, not only the water flowing over the laminated structure but also the water that has penetrated into the laminated structure is efficiently drained through the drainage basin.

(6)上記(5)項において、前記少なくとも1つの排水設備として、更に、主に前記積層構造の内部に浸透した水を排水するために設置された、少なくとも1つの排水ドレンを含む防水床(請求項)。
本項に記載の防水床は、排水設備として、少なくとも1つの排水桝に加え、少なくとも1つの排水ドレンを含むものである。排水ドレンは、主に積層構造の内部に浸透した水を排水するために設置され、排水桝と比較して排水量が小さく、排水桝による排水をメインとすると補助的な排水を行うものである。排水ドレンの外周部には複数の水抜き穴が設けられており、積層構造に浸透した水が、それらの水抜き穴から排水ドレンの内部へ取り込まれて排水される。このような排水ドレンと排水桝との双方が、各々の目的に見合った防水床の位置に設置されていることで、積層構造の上を流れる水及び積層構造の内部に浸透した水が、より効率的に排水されるものである。
(6) In (5) above, as the at least one drainage facility, a waterproof floor including at least one drainage drain, which is installed mainly for draining water that has penetrated into the laminated structure ( Claim 5 ).
The waterproof floor described in this section includes at least one drainage drain as well as at least one drainage drain as drainage equipment. The drainage drain is mainly installed to drain water that has penetrated into the laminated structure, has a smaller amount of drainage compared to the drainage basin, and mainly drains water from the drainage basin to perform auxiliary drainage. A plurality of drainage holes are provided on the outer peripheral portion of the drainage drain, and the water that has permeated the laminated structure is taken into the drainage drain through the drainage holes and drained. Since both the drainage drain and the drainage basin are installed at the position of the waterproof floor corresponding to each purpose, the water flowing over the laminated structure and the water permeating inside the laminated structure are more It is efficiently drained.

(7)下層側から少なくとも防水材、緩衝材及び押えコンクリートが積層された積層構造を備え、該積層構造の上を流れる水、及び/又は、前記積層構造の内部に浸透した水を排水するための概略筒状の排水設備が、前記積層構造を貫通して少なくとも1つ設置された防水床での集水方法であって、前記少なくとも1つの排水設備毎に、前記防水材よりも上層の前記積層構造内に浸透した水を、前記少なくとも1つの排水設備の外周部に設けられた水抜き穴へと誘導するための、集水構造を設ける防水床での集水方法。
(8)上記(7)項において、前記集水構造の一部として、前記防水材の直上に複数の通水管を配置すると共に、前記少なくとも1つの排水設備の外周部に沿って、前記水抜き穴と連通するように通水空間を設け、前記複数の通水管を配置する際に、平面視で、前記複数の通水管の各々の一端を前記少なくとも1つの排水設備へ向ける態様で、該排水設備の周囲に互いに間隔を空けて放射状に配置し、前記通水空間を設ける際に、少なくとも、前記少なくとも1つの排水設備の外周部と、前記防水材の、前記少なくとも1つの排水設備周りの縁との間の空間、及び、前記少なくとも1つの排水設備の外周部と、前記複数の通水管の各々の前記一端との間の空間を含むように設ける防水床での集水方法(請求項)。
(7) For draining water having a laminated structure in which at least a waterproof material, a cushioning material, and holding concrete are laminated from the lower layer side, and/or water that has flowed over the laminated structure and/or water that has penetrated into the laminated structure. Is a method of collecting water on a waterproof floor in which at least one is installed by penetrating the laminated structure, wherein the drainage equipment is a layer above the waterproof material for each of the at least one drainage equipment. the permeated water in the layered structure, said to induce a water drain hole provided on an outer peripheral portion of at least one drainage water collection how the waterproof floor providing a water collecting structure.
(8) In the above item (7), as a part of the water collecting structure, a plurality of water pipes are arranged immediately above the waterproof material, and the water drainer is provided along an outer peripheral portion of the at least one drainage facility. A water passage space is provided so as to communicate with the hole, and when the plurality of water passage pipes are arranged, one end of each of the plurality of water passage pipes is directed to the at least one drainage facility in plan view. When arranging radially at intervals around the facility and providing the water passage space, at least an outer peripheral portion of the at least one drainage facility and an edge of the waterproof material around the at least one drainage facility. space, and the at least one and the outer peripheral portion of the drainage water collection method (claims waterproof floor so provided including the space between said one end of each of the plurality of water pipe between the 6 ).

(9)上記(8)項において、前記積層構造が、前記防水材と前記緩衝材との間に積層された保護コンクリートを含み、前記通水空間を設ける際に、前記少なくとも1つの排水設備の外周部と、前記保護コンクリートの、前記少なくとも1つの排水設備周りの縁との間の空間を含むように設け、前記集水構造の一部として、前記防水材の直上において、前記複数の通水管の各々の他端と近接して、該複数の通水管の周囲を囲うように環状に延在し、前記保護コンクリートを、前記排水設備及び前記複数の通水管が配置される内側と外側とに区切る区切り部材を設置し、該区切り部材の、少なくとも、前記複数の通水管の各々の前記他端と近接する部位を除去することで、前記複数の通水管の各々の、前記他端の開口部に連通する導入空間を設ける防水床での集水方法(請求項)。
そして、(7)から(9)項の防水床での集水方法は、上記(1)から(3)項の防水床の集水システムを利用して実行されることで、上記(1)から(3)項の防水床の集水システムと同等の作用を奏するものである。
(9) In the above item (8), the laminated structure includes protective concrete laminated between the waterproof material and the cushioning material, and when the water passage space is provided, the at least one drainage facility The plurality of water pipes are provided so as to include a space between an outer peripheral portion and an edge of the protective concrete around the at least one drainage facility, and as a part of the water collecting structure, directly above the waterproof material. Proximity to the other end of each of the plurality of water pipes extending annularly to surround the perimeter, the protective concrete, the drainage equipment and the plurality of water pipes are arranged inside and outside. An opening at the other end of each of the plurality of water pipes is provided by installing a partition member that separates and removing at least a portion of the partition member that is close to the other end of each of the plurality of water pipes. A method of collecting water on a waterproof floor which provides an introduction space communicating with the above (Claim 7 ).
Then, the water collecting method on the waterproof floor in the items (7) to (9) is executed by using the water collecting system for the waterproof floor in the items (1) to (3). It has the same effect as the water collecting system of the waterproof floor in the items (3) to (3).

本発明は上記のような構成であるため、防水床の内部に浸透した水を効率よく排水することが可能となる。 Since the present invention is configured as described above, it is possible to efficiently drain the water that has penetrated into the waterproof floor.

本発明の実施の形態に係る防水床の集水システムの、排水桝への適用例を示す平面図及び断面図である。It is a top view and a sectional view showing an example of application of a water collecting system for a waterproof floor according to an embodiment of the present invention to a drainage basin. 図1に示した防水床の集水システムの施工手順の一例を示す断面図である。It is sectional drawing which shows an example of the construction procedure of the water collection system of the waterproof floor shown in FIG. 図2に引き続き、図1に示した防水床の集水システムの施工手順の一例を示す断面図である。It is sectional drawing which shows an example of the construction procedure of the water collection system of the waterproof floor shown in FIG. 1 following FIG. 本発明の実施の形態に係る防水床の集水システムの、排水ドレンへの適用例を示す平面図及び断面図である。It is a top view and a sectional view showing an example of application to a drainage drain of a water collecting system of a waterproof floor concerning an embodiment of the invention. 本発明の実施の形態に係る防水床の設置レイアウトの一例を示す平面図である。It is a top view which shows an example of the installation layout of the waterproof floor which concerns on embodiment of this invention. 従来の防水床の排水桝周辺を示す断面図である。It is sectional drawing which shows the drainage basin periphery of the conventional waterproof floor. 従来の防水床の排水ドレン周辺を示す断面図である。It is sectional drawing which shows the drainage drain periphery of the conventional waterproof floor.

以下、本発明を実施するための形態を、添付図面に基づき説明する。ここで、従来技術と同一部分、若しくは相当する部分については、詳しい説明を省略することとし、又、図面の全体にわたって、同一部分若しくは対応する部分は、同一の符号で示している。
図1は、排水設備70として防水床30に設置された排水桝70Aに対する、本発明の実施の形態に係る防水床の集水システム10の適用例を示している。なお、図1(a)は平面図、図1(b)は断面図であるが、図1(a)には、後述する積層構造42の保護コンクリート46よりも上の層が積層される前の状態が図示されていると共に、排水桝70Aの図中上半分には図1(b)に対応する状態が示され、排水桝70Aの図中下半分には本体部72の内部を透視した状態が示されている。
Hereinafter, embodiments for carrying out the present invention will be described with reference to the accompanying drawings. Here, detailed description of the same parts as or corresponding parts to those of the conventional technique will be omitted, and the same parts or corresponding parts are denoted by the same reference symbols throughout the drawings.
FIG. 1 shows an example of application of a water collecting system 10 for a waterproof floor according to an embodiment of the present invention to a drainage basin 70A installed on the waterproof floor 30 as the drainage facility 70. 1A is a plan view and FIG. 1B is a cross-sectional view, but FIG. 1A shows a layer above a protective concrete 46 of a laminated structure 42, which will be described later, before being laminated. The state corresponding to FIG. 1B is shown in the upper half of the drainage basin 70A in the figure, and the inside of the main body 72 is seen through in the lower half of the drainage basin 70A in the figure. The status is shown.

まず、図1(b)を参照して、本発明の実施の形態に係る防水床の集水システム10が適用された防水床30は、食品等の生産施設の主に2階以上に利用されるものであり、コンクリート製の床スラブ40の上に積層構造42を備えている。本実施形態において積層構造42は、下層側から防水材44、保護コンクリート46、緩衝材48及び押えコンクリート54が積層されたものであり、更に緩衝材48として、断熱材50及び嵩上げ材52が積層されている。例えば、防水材44にはアスファルト防水、断熱材50には各種の断熱材、嵩上げ材52にはスタイロフォームが利用される。又、保護コンクリート46と断熱材50との間、及び、断熱材50と嵩上げ材52との間には、RAシート66が敷設されている。 First, referring to Fig. 1(b), a waterproof floor 30 to which the water collecting system 10 for a waterproof floor according to the embodiment of the present invention is applied is mainly used on the second floor or higher of a production facility for food or the like. The floor slab 40 made of concrete is provided with a laminated structure 42. In the present embodiment, the laminated structure 42 is formed by laminating a waterproof material 44, a protective concrete 46, a cushioning material 48 and a holding concrete 54 from the lower layer side, and further, as the cushioning material 48, a heat insulating material 50 and a raising material 52 are laminated. Has been done. For example, asphalt waterproofing is used for the waterproof material 44, various heat insulating materials are used for the heat insulating material 50, and styrofoam is used for the raising material 52. An RA sheet 66 is laid between the protective concrete 46 and the heat insulating material 50, and between the heat insulating material 50 and the raised material 52.

図1(a)及び(b)を参照して、排水桝70Aは、主に積層構造42の上を流れる水を排水するために設置され、平面視で略矩形をなすと共に、全体が概略筒状をなしており、上述したような防水床30を貫通して設置されている。排水桝70Aは、これに限定されるものではないが、その全体がステンレスによって形成されており、本体部72と嵩上げ部74とを含んでいる。本体部72は、床スラブ40に形成された開口部40aに埋設されており、本体部72の鍔部72aが開口部40aの上端縁に形成された座繰り部に配置され、ネジ止め等によって固定されている。本体部72の上端には、異物をキャッチするためのバスケット78が取り付けられている。 With reference to FIGS. 1(a) and 1(b), the drainage basin 70A is installed mainly for draining water flowing over the laminated structure 42, has a substantially rectangular shape in a plan view, and has a generally cylindrical shape. It has a shape and is installed through the waterproof floor 30 as described above. Although not limited to this, the drainage basin 70A is entirely made of stainless steel and includes a main body 72 and a raised portion 74. The main body 72 is embedded in the opening 40a formed in the floor slab 40, and the flange 72a of the main body 72 is arranged in the counterbore formed on the upper edge of the opening 40a, and is fixed by screws or the like. It is fixed. A basket 78 for catching foreign matter is attached to the upper end of the main body 72.

一方、嵩上げ部74は、嵩上げ部74の上端に取り付けられた上蓋76の上面が、押えコンクリート54の上面と略同じ高さに位置するように、積層構造42を貫通して設置されている。上蓋76には、押えコンクリート54上を流れる水が流れ込むように、複数の穴やスリットが設けられている。又、排水桝70Aの外周部70aには、本実施形態では嵩上げ部74の下端近傍の外周部分に、嵩上げ部74の壁部を貫通する態様で、複数の水抜き穴80が設けられている(図3(d)も参照)。嵩上げ部74の下端と本体部72の上端とは、その周方向にわたって断続溶接等により接続されている。 On the other hand, the raised portion 74 is installed through the laminated structure 42 such that the upper surface of the upper lid 76 attached to the upper end of the raised portion 74 is located at substantially the same height as the upper surface of the holding concrete 54. The upper lid 76 is provided with a plurality of holes and slits so that water flowing on the pressing concrete 54 can flow into it. Further, in the outer peripheral portion 70a of the drainage basin 70A, a plurality of drain holes 80 are provided in the outer peripheral portion near the lower end of the raised portion 74 in the embodiment so as to penetrate the wall portion of the raised portion 74. (See also FIG. 3(d)). The lower end of the raised portion 74 and the upper end of the main body 72 are connected to each other by intermittent welding or the like in the circumferential direction.

そして、上記のような防水床30に適用された、本発明の実施の形態に係る防水床の集水システム10は、排水設備70毎に設置される集水構造12を備えており、この集水構造12は、複数の通水管14と通水空間16と区切り部材20とを含んでいる。複数の通水管14は、防水材44の直上、すなわち本実施形態では防水材44と保護コンクリート46との間に設置されている。又、図1(a)で確認できるように、複数の通水管14は、各々の一端14aを排水桝70Aに向ける態様で、排水桝70Aの周囲に互いに間隔を空けて放射状に設置されている。本実施形態では、8本の通水管14が、排水桝70Aの平面視矩形の各辺へ向けて、2本ずつ配置されている。複数の通水管14の各々は、その一端14a及び他端14bが開口した管体であり、例えば塩ビ管が利用されるが、金属等の他の材料で形成されていてもよい。 The water collecting system 10 for the waterproof floor according to the embodiment of the present invention, which is applied to the waterproof floor 30 as described above, includes the water collecting structure 12 installed for each drainage facility 70. The water structure 12 includes a plurality of water pipes 14, a water space 16 and a partition member 20. The plurality of water pipes 14 are installed immediately above the waterproof material 44, that is, between the waterproof material 44 and the protective concrete 46 in this embodiment. Further, as can be seen in FIG. 1(a), the plurality of water pipes 14 are radially arranged around the drainage basin 70A with a space between each other so that one ends 14a of the plurality of water permeable pipes 14 face the drainage basin 70A. .. In the present embodiment, eight water pipes 14 are arranged in pairs, one for each side of the rectangular shape of the drainage basin 70A in plan view. Each of the plurality of water flow pipes 14 is a pipe body having one end 14a and the other end 14b opened, and for example, a vinyl chloride pipe is used, but it may be formed of another material such as metal.

図1(b)及び図3(d)を参照して、通水空間16は、排水設備70(排水桝70Aの嵩上げ部74)の外周部70aに沿って、複数の水抜き穴80と連通するように設けられている。本実施形態において、通水空間16は、排水桝70Aの外周部70aと、防水材44の排水設備70周りの縁44a、複数の通水管14の各々の一端14a、保護コンクリート46の排水設備70周りの縁46a、及び、断熱材50の排水設備70周りの縁50aとの、夫々の間の空間を含んでいる。しかしながら、通水空間16は、複数の通水管14の各々の一端14aと、複数の水抜き穴80とを連通するように設けられていればよく、図示の例に限定されるものではない。 With reference to FIG. 1(b) and FIG. 3(d), the water passage space 16 communicates with a plurality of drain holes 80 along the outer peripheral portion 70a of the drainage facility 70 (the raised portion 74 of the drainage basin 70A). It is provided to do. In the present embodiment, the water passage space 16 includes the outer peripheral portion 70a of the drainage basin 70A, the edge 44a of the waterproof material 44 around the drainage equipment 70, one end 14a of each of the plurality of water passages 14, and the drainage equipment 70 of the protective concrete 46. The space between the surrounding edge 46a and the edge 50a around the drainage facility 70 of the heat insulating material 50 is included. However, the water passage space 16 is not limited to the illustrated example as long as it is provided so as to connect the one end 14 a of each of the plurality of water passages 14 to the plurality of water drain holes 80.

区切り部材20は、防水材44の直上において、図1(a)で確認できるように、複数の通水管14の周囲を囲うように環状に延在しており、本実施形態では、排水桝70Aの平面視形状や複数の通水管14の配置形態に合わせて、矩形環状をなしている。又、区切り部材20は、複数の通水管14の各々の他端14bと近接するように設置されており、この通水管14の他端14bと近接する部位20a(ハッチングで示す)が除去されている。これにより、図1(b)に示されているように、区切り部材20の除去部位20aが存在していた位置に、通水管14の他端14bの開口部に連通する導入空間24が形成されている。又、区切り部材20は、保護コンクリート46の層厚と略同じ高さを有しており、この区切り部材20によって保護コンクリート46が、排水設備70及び複数の通水管14が配置された内側46bと外側46cとに区切られている。このような区切り部材20は、例えばスタイロフォームにより形成されるが、除去部位20aが除去可能なものであれば他の材料で形成されていてもよい。又、区切り部材20は、排水桝70Aの大きさや通水管14の長さ等に合わせて、例えば2m四方程度の大きさで設置される。 The partition member 20 extends in an annular shape immediately above the waterproof material 44 so as to surround the plurality of water pipes 14 as can be seen in FIG. 1A, and in the present embodiment, the drainage basin 70A. According to the plan view shape and the arrangement form of the plurality of water passages 14, a rectangular ring shape is formed. Further, the partition member 20 is installed so as to be close to the other end 14b of each of the plurality of water pipes 14, and a portion 20a (shown by hatching) near the other end 14b of the water pipe 14 is removed. There is. Thereby, as shown in FIG. 1B, an introduction space 24 communicating with the opening of the other end 14b of the water pipe 14 is formed at the position where the removal portion 20a of the partition member 20 was present. ing. In addition, the partition member 20 has substantially the same height as the layer thickness of the protective concrete 46, and the partition member 20 causes the protective concrete 46 to form an inner side 46b in which the drainage facility 70 and the plurality of water pipes 14 are arranged. It is separated from the outer side 46c. Such a partition member 20 is formed of, for example, styrofoam, but may be formed of another material as long as the removed portion 20a can be removed. Further, the partition member 20 is installed in a size of, for example, about 2 m square in accordance with the size of the drainage basin 70A, the length of the water pipe 14, and the like.

次に、図2及び図3には、図1に示した排水桝70Aの一側方を破断図示して、本発明の実施の形態に係る防水床の集水システム10の施工手順の一例を示している。しかしながら、施工手順は図2及び図3の例に限定されず、他の手順で防水床の集水システム10を施工してもよい。
まず、図2(a)に示すように、排水桝70Aの本体部72を、床スラブ40に設けられた開口部40aに埋設した状態から、図2(b)に示すように、本体部72の鍔部72a上に、防水止め60及びバックアップ材62を、鍔部72aの形状に合わせて平面視環状に設置する。防水止め60は、図中上下方向の高さが、後に敷設される防水材44の厚みよりも大きくなっており、例えばステンレス製の板材で形成され、鍔部72aに断続溶接等で固定する。バックアップ材62は、防水止め60と略同じ高さを有する断面矩形の棒材で形成され、後程撤去するために、固定せずに防水止め60に密着して設置する。
Next, in FIGS. 2 and 3, one side of the drainage basin 70A shown in FIG. 1 is cut away to show an example of a construction procedure of the water collecting system 10 for the waterproof floor according to the embodiment of the present invention. Shows. However, the construction procedure is not limited to the examples of FIGS. 2 and 3, and the water collecting system 10 of the waterproof floor may be constructed by another procedure.
First, as shown in FIG. 2A, from the state where the main body 72 of the drainage basin 70A is embedded in the opening 40a provided in the floor slab 40, as shown in FIG. The waterproof stopper 60 and the backup material 62 are installed in an annular shape in a plan view on the collar portion 72a in accordance with the shape of the collar portion 72a. The waterproof stopper 60 has a height in the vertical direction in the figure that is larger than the thickness of the waterproof member 44 to be laid later, and is made of, for example, a stainless steel plate member, and is fixed to the collar portion 72a by intermittent welding or the like. The backup material 62 is formed of a bar material having a rectangular cross-section and having substantially the same height as the waterproof stopper 60, and is installed in close contact with the waterproof stopper 60 without being fixed in order to be removed later.

続けて、図2(c)に示すように、バックアップ材62に接触する位置まで防水材44を敷設する。すなわち、防水材44は、防水止め60及びバックアップ材62より内側(図中右側)が切欠かれた状態で、本体部72を囲うように敷設される。なお、本実施形態では防水材44としてアスファルト防水を使用しており、防水材44の敷設位置に予めアスファルトプライマーを塗布している。
更に、図2(d)に示すように、鍔部72a上からバックアップ材62を撤去し、撤去後に形成される、防水止め60と防水材44の端縁との間の環状の溝に、図2(e)に示すように、防水材44と同材料のアスファルト溶材44Aを流し込む。これにより、防水止め60に密着する位置まで、防水材44が延長形成される。
Subsequently, as shown in FIG. 2C, the waterproof material 44 is laid down to a position where it contacts the backup material 62. That is, the waterproof material 44 is laid so as to surround the main body 72 in a state in which the inside (right side in the drawing) of the waterproof stopper 60 and the backup material 62 is cut out. In this embodiment, asphalt waterproofing is used as the waterproofing material 44, and the asphalt primer is applied to the laying position of the waterproofing material 44 in advance.
Further, as shown in FIG. 2D, the backup material 62 is removed from the flange portion 72a, and an annular groove formed between the waterproof stopper 60 and the edge of the waterproof material 44 is formed after the removal. As shown in FIG. 2(e), the asphalt melting material 44A of the same material as the waterproof material 44 is poured. As a result, the waterproof material 44 is extended and formed to the position where it is in close contact with the waterproof stopper 60.

次に、図2(f)に示すように、防水止め60に沿って防水材44の上に、木材等で形成される断面矩形の止め枠64を環状に設置した後、各々の一端14aを止め枠64に接触させるようにして、複数の通水管14を平面視で放射状(図1(a)参照)に設置する。ここで、止め枠64の図中上下方向の高さは、後工程で打設される保護コンクリート46の上面と略同じ高さであることが好ましい。更に、図2(f)には図示していないが、図1(a)に示したように、複数の通水管14の他端14bに密着させて、複数の通水管14を囲うように区切り部材20を設置する。 Next, as shown in FIG. 2F, after a stop frame 64 having a rectangular cross section formed of wood or the like is annularly installed on the waterproof material 44 along the waterproof stop 60, each end 14a is attached. The plurality of water pipes 14 are arranged radially (see FIG. 1A) in a plan view so as to be in contact with the stop frame 64. Here, it is preferable that the height of the stop frame 64 in the vertical direction in the figure is substantially the same as the height of the upper surface of the protective concrete 46 that is cast in a later step. Further, although not shown in FIG. 2( f ), as shown in FIG. 1( a ), it is closely attached to the other ends 14 b of the plurality of water pipes 14 and divided so as to surround the plurality of water pipes 14. The member 20 is installed.

続いて、図3(a)に示すように、止め枠64の外側(図中左側)に、止め枠64の設置高さまで保護コンクリート46を打設する。このとき、複数の通水管14の設置箇所では通水管14の上から保護コンクリート46を打設し、それ以外の箇所では防水材44の上に保護コンクリート46を打設する。更に、保護コンクリート46を区切り部材20の内側と外側とに打設して、保護コンクリート46が区切り部材20により、内側46bと外側46cとに区切られるようにする(図1(b)参照)。
そして、保護コンクリート46を養生した後、図3(b)に示すように、止め枠64を撤去し、更に、図1(a)に示したように、区切り部材20から除去部位20aを除去する。これにより、各通水管14の一端14a及び他端14bの開口部が塞がれずに、各々の開口部に連通する空間が確保される。
Subsequently, as shown in FIG. 3A, the protective concrete 46 is placed outside the stop frame 64 (on the left side in the figure) up to the installation height of the stop frame 64. At this time, the protective concrete 46 is placed from above the water pipe 14 at the place where the plurality of water pipes 14 are installed, and the protective concrete 46 is placed above the waterproof material 44 at other places. Further, the protective concrete 46 is cast on the inside and the outside of the partition member 20 so that the protective concrete 46 is partitioned by the partition member 20 into an inner side 46b and an outer side 46c (see FIG. 1(b)).
Then, after curing the protective concrete 46, the stop frame 64 is removed as shown in FIG. 3( b ), and further, the removal site 20 a is removed from the partition member 20 as shown in FIG. 1( a ). .. As a result, the openings at the one end 14a and the other end 14b of each water pipe 14 are not blocked, and a space communicating with each opening is secured.

続けて、図3(c)に示すように、排水桝70Aの本体部72の上に嵩上げ部74を設置して接続する。このとき、嵩上げ部74の外周部70aに設けられている水抜き穴80は、防水止め60の側方に位置し、更に、外周部70aと防水止め60(防水材44の排水設備70周りの縁44a)との間には、隙間が確保されている。又、保護コンクリート46の上にRAシート66を敷設し、RAシート66の端部を、保護コンクリート46の排水設備70(嵩上げ部74)周りの縁46aに沿って垂下させる。 Subsequently, as shown in FIG. 3C, the raised portion 74 is installed and connected on the main body portion 72 of the drainage basin 70A. At this time, the water drainage hole 80 provided in the outer peripheral portion 70a of the raised portion 74 is located on the side of the waterproof stopper 60, and further, the outer peripheral portion 70a and the waterproof stopper 60 (a portion of the waterproof material 44 around the drainage facility 70). A gap is secured between the edge 44a). Further, the RA sheet 66 is laid on the protective concrete 46, and the end portion of the RA sheet 66 is hung down along the edge 46a around the drainage facility 70 (raised portion 74) of the protective concrete 46.

更に、図3(d)に示すように、保護コンクリート46上のRAシート66の上から断熱材50を敷設し、このとき、断熱材50の排水設備70(嵩上げ部74)周りの縁50aの、図中左右方向の位置が、保護コンクリート46の排水設備70周りの縁46aの、図中左右方向の位置と略一致するように敷設する。これにより、排水設備70の外周部70aに沿って通水空間16が形成される。そして、断熱材50の上にRAシート66を敷設し、RAシート66の端部を、断熱材50の排水設備70周りの縁50aに沿って垂下させ、RAシート66が重複して垂下する部分を形成する。又、断熱材50上のRAシート66の上から嵩上げ材52を敷設し、このとき、嵩上げ材52の排水設備70(嵩上げ部74)周りの縁52aを、外周部70aに密着させる。
最後に、図1(b)に示したように、嵩上げ材52の上に、排水桝70Aの上端と略同じ高さまで、押えコンクリート54を打設して養生する。
Further, as shown in FIG. 3D, the heat insulating material 50 is laid on the RA sheet 66 on the protective concrete 46, and at this time, the edge 50a of the heat insulating material 50 around the drainage facility 70 (the raised portion 74) is formed. The horizontal position in the figure is laid so that the edge 46a of the protective concrete 46 around the drainage facility 70 substantially coincides with the horizontal position in the figure. Thereby, the water passage space 16 is formed along the outer peripheral portion 70a of the drainage facility 70. Then, the RA sheet 66 is laid on the heat insulating material 50, the end portion of the RA sheet 66 is hung along the edge 50a around the drainage facility 70 of the heat insulating material 50, and the RA sheet 66 overlaps and hangs down. To form. Further, the raising material 52 is laid on the RA sheet 66 on the heat insulating material 50, and at this time, the edge 52a around the drainage facility 70 (raising portion 74) of the raising material 52 is brought into close contact with the outer peripheral portion 70a.
Finally, as shown in FIG. 1(b), a holding concrete 54 is placed on the raised material 52 to a height substantially the same as the upper end of the drainage basin 70A to be cured.

さて、図4は、排水設備70として防水床30に設置された、点検蓋88付の排水ドレン70Bに対する、本発明の実施の形態に係る防水床の集水システム10の適用例を示している。図4(a)は平面図、図4(b)は断面図であるが、図4(a)には、積層構造42の保護コンクリート46よりも上の層が積層される前の状態が図示されている。
図4の防水床30は、図1に示した防水床30と同じ積層構造42を備えている。点検蓋88付の排水ドレン70Bは、主に積層構造42の内部に浸透した水を排水するために設置され、ドレン本体84と筒状体86とを含んでいる。ドレン本体84は、床スラブ40に埋設されており、その上面に複数のスリットや穴が設けられている。ドレン本体84の上には、積層構造42を貫通して筒状体86が設置されており、筒状体86の上端に取付けられた点検蓋88が、押えコンクリート54の上面と略同じ高さに位置している。点検蓋88付の排水ドレン70Bは全体が概略筒状をなし、その外周部70a、本実施形態では筒状体86の下端近傍の外周部分、或いは、筒状体86の下端とドレン本体84の上端との間に、複数の水抜き穴80が設けられている。
Now, FIG. 4 shows an application example of the water collecting system 10 for the waterproof floor according to the embodiment of the present invention to the drain drain 70B with the inspection lid 88 installed on the waterproof floor 30 as the drainage facility 70. .. 4A is a plan view and FIG. 4B is a cross-sectional view, but FIG. 4A shows a state before a layer above the protective concrete 46 of the laminated structure 42 is laminated. Has been done.
The waterproof floor 30 of FIG. 4 has the same laminated structure 42 as the waterproof floor 30 shown in FIG. The drainage drain 70B with the inspection lid 88 is installed mainly for draining water that has penetrated into the laminated structure 42, and includes a drain body 84 and a tubular body 86. The drain body 84 is embedded in the floor slab 40, and has a plurality of slits and holes on the upper surface thereof. A tubular body 86 is installed on the drain main body 84 so as to pass through the laminated structure 42, and an inspection lid 88 attached to the upper end of the tubular body 86 has substantially the same height as the top surface of the presser concrete 54. Is located in. The drainage drain 70B with the inspection lid 88 has a substantially tubular shape as a whole, and its outer peripheral portion 70a, in the present embodiment, the outer peripheral portion near the lower end of the tubular body 86, or the lower end of the tubular body 86 and the drain body 84. A plurality of drain holes 80 are provided between the upper end and the upper end.

そして、集水構造12を構成する複数の通水管14は、本実施形態では4本設置されており、各々の一端14aが排水ドレン70Bに向けられ、排水ドレン70Bの周囲に互いに間隔を空けて放射状に設置されている。又、通水空間16は、点検蓋88付の排水ドレン70Bの外周部70aに沿って、複数の水抜き穴80と連通するように設けられている。更に、区切り部材20は、防水材44の直上において、複数の通水管14の各々の他端14bと近接する態様で、複数の通水管14の周囲を囲うように環状に延在しており、本実施形態では、4本の通水管14の配置形態に合わせて、矩形環状をなしている。又、区切り部材20は、通水管14の他端14bと近接する4箇所の部位20aが除去されており、これにより、通水管14の他端14bの開口部に連通する導入空間24が形成されている。 The plurality of water pipes 14 that configure the water collection structure 12 are installed in the present embodiment, one end 14a of each of the plurality of water pipes 14 is directed toward the drain drain 70B, and a space is provided around the drain drain 70B. It is installed radially. The water passage space 16 is provided so as to communicate with the plurality of water drain holes 80 along the outer peripheral portion 70a of the drainage drain 70B with the inspection lid 88. Further, the partitioning member 20 extends annularly so as to surround the periphery of the plurality of water pipes 14 in a mode in which it is close to the other ends 14b of the plurality of water pipes 14 just above the waterproof material 44. In the present embodiment, a rectangular ring shape is formed according to the arrangement form of the four water pipes 14. Further, the partition member 20 has four portions 20a adjacent to the other end 14b of the water pipe 14 removed, thereby forming an introduction space 24 communicating with the opening of the other end 14b of the water pipe 14. ing.

図4に示した構成の集水構造12を有する防水床の集水システム10は、防水材44の排水ドレン70B周りの縁の処理を除き、図2及び図3に示した施工手順と略同じ手順によって施工される。防水材44の排水ドレン70B周りの縁は、防水止め60によって塞き止められるのではなく、使用されている排水ドレン70Bの構成に合わせて処理される。例えば、防水材44の排水ドレン70B周りの縁は、ドレン本体84の上端の周縁に設けられた押え構造に挟まれることで、シーリング処理される。 The water collecting system 10 of the waterproof floor having the water collecting structure 12 having the configuration shown in FIG. 4 is substantially the same as the construction procedure shown in FIGS. 2 and 3 except for the treatment of the edge of the waterproof material 44 around the drain drain 70B. It is constructed according to the procedure. The edge of the waterproof material 44 around the drain drain 70B is not closed by the waterproof stopper 60, but is processed according to the configuration of the drain drain 70B used. For example, the edge of the waterproof material 44 around the drain drain 70B is sandwiched by a holding structure provided on the peripheral edge of the upper end of the drain main body 84 to perform sealing processing.

次に、図5には、2階以上に設けられる食品等の生産施設の平面図であって、本発明の実施の形態に係る防水床30の設置レイアウトの一例を示している。図示のように、この施設には、複数の排水設備70として、必要に応じた位置に、複数(図示の範囲では19個)の排水桝70Aと、複数(図示の範囲では6個)の排水ドレン70Bが設置されている。そして、これら全ての排水桝70A及び排水ドレン70Bの各々に、上述したような防水床の集水システム10の集水構造12が適用されるものである。なお、このような施設では、機材の設置レイアウトや排水発生量等に合わせて、排水設備70の設置数や設置位置が設定される。 Next, FIG. 5 is a plan view of a production facility for food and the like provided on the second floor and above, showing an example of an installation layout of the waterproof floor 30 according to the embodiment of the present invention. As shown in the figure, in this facility, as a plurality of drainage facilities 70, a plurality of (19 in the illustrated range) drainage basins 70A and a plurality of (6 in the illustrated range) drainages are provided at positions as necessary. A drain 70B is installed. Then, the water collecting structure 12 of the water collecting system 10 of the waterproof floor as described above is applied to each of the drainage basin 70A and the drainage drain 70B. In such a facility, the number of drainage facilities 70 to be installed and the location of the drainage facilities 70 are set according to the layout of the equipment, the amount of wastewater generated, and the like.

ここで、本発明の実施の形態に係る防水床の集水システム10は、図1〜図4に示した構成に限定されるものではなく、別の構成であってもよい。例えば、防水床30の積層構造42は、保護コンクリート46を含んでいなくてもよく、緩衝材48が一層で構成されていてもよく、図示以外の他の層を含んでいてもよい。又、複数の通水管14は、各々の一端14aを排水設備70へ向ける態様で、排水設備70の周囲に互いに間隔を空けて放射状に配置されていれば、その数量や配置形態は任意である。更に、区切り部材20の除去部位20aは、通水管14の他端14bと近接する位置だけでなく、別の位置にあってもよい。又、本発明の実施の形態に係る防水床の集水システム10は、積層構造42内に浸透した水を、排水設備70の水抜き穴80へと誘導するものであれば、極端には、複数の通水管14や通水空間16以外の、別の要素で構成されていてもよい。 Here, the water collecting system 10 for the waterproof floor according to the embodiment of the present invention is not limited to the configuration shown in FIGS. 1 to 4, and may have another configuration. For example, the laminated structure 42 of the waterproof floor 30 may not include the protective concrete 46, may include the cushioning material 48 in one layer, and may include layers other than those illustrated. Further, the plurality of water pipes 14 may have any number and arrangement as long as they are radially arranged around the drainage facility 70 at intervals with each other so that one ends 14a thereof are directed to the drainage facility 70. .. Further, the removal site 20a of the partition member 20 may be located not only at a position close to the other end 14b of the water pipe 14 but also at another position. Further, if the water collecting system 10 for the waterproof floor according to the embodiment of the present invention guides the water that has permeated into the laminated structure 42 to the drain hole 80 of the drainage facility 70, it is extremely extreme. It may be configured by another element other than the plurality of water passages 14 and the water passage space 16.

さて、上記構成をなす本発明の実施の形態によれば、次のような作用効果を得ることが可能である。すなわち、本発明の実施の形態に係る防水床の集水システム10は、図1及び図4に示すように、主に2階以上で用いられる防水床30を対象としたものであり、この防水床30は、床スラブ40の上に、下層側から少なくとも防水材44、緩衝材48及び押えコンクリート54が積層された積層構造42を備えている。更に、防水床30には、積層構造42の上を流れる水、及び/又は、積層構造42の内部に浸透した水を排水するための、概略筒状の排水設備70が、積層構造42を貫通して少なくとも1つ設置されている。この少なくとも1つの排水設備70には、その外周部70aに、外側から水を取り込むための水抜き穴80が設けられている。 By the way, according to the embodiment of the present invention having the above-mentioned configuration, the following operational effects can be obtained. That is, as shown in FIGS. 1 and 4, the waterproof floor water collection system 10 according to the embodiment of the present invention is mainly intended for the waterproof floor 30 used on the second floor and above. The floor 30 includes a laminated structure 42 in which at least a waterproof material 44, a cushioning material 48, and a holding concrete 54 are laminated on a floor slab 40 from the lower layer side. Further, in the waterproof floor 30, a roughly cylindrical drainage facility 70 for draining water flowing on the laminated structure 42 and/or water permeated into the laminated structure 42 penetrates the laminated structure 42. And at least one is installed. This at least one drainage facility 70 is provided with a drainage hole 80 in the outer peripheral portion 70a for taking in water from the outside.

そして、上記のような防水床30を対象とした防水床の集水システム10は、少なくとも1つの排水設備70毎に設けられた集水構造12を含んでいる。この集水構造12は、防水床30の積層構造42内の、防水材44よりも上層に浸透した水を、排水設備70の外周部70aに設けられた水抜き穴80へと誘導するためのものである。これにより、防水床30の積層構造42内に浸透した水を、集水構造12を介して、排水設備70の水抜き穴80へと誘導することができるため、水抜き穴80を通して排水設備70から排水することができる。しかも、集水構造12は排水設備70毎に設けられるため、複数の排水設備70が設置された防水床30では、複数の排水設備70のうち、近くにある排水設備70や流れて行き易い位置にある排水設備70から、浸透水を排水することができる。このようにして、防水床30の内部に浸透した水を、効率よく排水することが可能となる。 The water collecting system 10 for the waterproof floor 30 as described above includes the water collecting structure 12 provided for at least one drainage facility 70. The water collecting structure 12 is for guiding the water that has penetrated to a layer above the waterproof material 44 in the laminated structure 42 of the waterproof floor 30 to the drain hole 80 provided in the outer peripheral portion 70 a of the drainage facility 70. It is a thing. Thus, the water that has penetrated into the laminated structure 42 of the waterproof floor 30 can be guided to the drainage hole 80 of the drainage facility 70 via the water collection structure 12, and thus the drainage facility 70 can be passed through the drainage hole 80. Can be drained from. Moreover, since the water collecting structure 12 is provided for each drainage facility 70, in the waterproof floor 30 in which the plurality of drainage facilities 70 are installed, among the plurality of drainage facilities 70, the nearby drainage facility 70 and a position where it easily flows. The permeated water can be drained from the drainage facility 70 in. In this way, the water that has penetrated into the waterproof floor 30 can be efficiently drained.

又、本発明の実施の形態に係る防水床の集水システム10は、集水構造12が、複数の通水管14と通水空間16とを含むものであり、複数の通水管14は、防水床30の積層構造42のうちの、防水材44の直上に配置される。更に、複数の通水管14は、図1(a)及び図4(a)で確認できるように、平面視で、各々の一端14aを排水設備70へ向ける態様で、排水設備70の周囲に互いに間隔を空けて放射状に配置される。ここで、防水床30の積層構造42のうち、防水材44の上に積層される層(図示の実施形態では保護コンクリート46)は、通水管14が配置された位置では通水管14の上から積層され、通水管14が配置されていない位置では防水材44の上に直接積層されることになる。これにより、防水床30の積層構造42内で防水材44の上まで浸透した水に対して、通水管14による流路を与えることができる。 Further, in the water collecting system 10 of the waterproof floor according to the embodiment of the present invention, the water collecting structure 12 includes the plurality of water passages 14 and the water passage space 16, and the plurality of water passages 14 are waterproof. The laminated structure 42 of the floor 30 is arranged directly above the waterproof material 44. Further, as can be seen in FIGS. 1( a) and 4 (a ), the plurality of water pipes 14 are arranged around the drainage facility 70 in a manner in which one end 14 a of each of them is directed to the drainage facility 70 in a plan view. Radially arranged at intervals. Here, in the laminated structure 42 of the waterproof floor 30, the layer laminated on the waterproof material 44 (protective concrete 46 in the illustrated embodiment) is located above the water pipe 14 at the position where the water pipe 14 is arranged. At the position where the water pipes 14 are not laminated, they are laminated directly on the waterproof material 44. As a result, it is possible to provide a flow path by the water pipe 14 for water that has penetrated to the top of the waterproof material 44 in the laminated structure 42 of the waterproof floor 30.

一方、通水空間16は、排水設備70の外周部70aに沿って、排水設備70の水抜き穴80と連通するように設けられる。より詳しくは、通水空間16は、図3(d)に示すように、少なくとも、排水設備70の外周部70aと、防水材44の排水設備70周りの縁44aとの間の空間、及び、排水設備70の外周部70aと、複数の通水管14の各々の、排水設備70へ向けられた一端14aとの間の空間を含むように設けられる。これにより、防水材44によって排水設備70の水抜き穴80を塞ぐことなく、複数の通水管14の各々の一端14aと排水設備70の水抜き穴80とを、通水空間16を介して連通させることができる。このため、通水管14を通過した浸透水が、更に通水空間16及び水抜き穴80を通って、排水設備70から排水される。従って、通水管14の他端14bから一端14aへと流れる流路が形成され、防水床30に浸透した水の流れが促されることで、浸透水を効率よく排水することができる。 On the other hand, the water passage space 16 is provided along the outer peripheral portion 70 a of the drainage facility 70 so as to communicate with the drainage hole 80 of the drainage facility 70. More specifically, as shown in FIG. 3( d ), the water passage space 16 is at least a space between the outer peripheral portion 70 a of the drainage facility 70 and the edge 44 a of the waterproof material 44 around the drainage facility 70, and It is provided so as to include a space between the outer peripheral portion 70a of the drainage facility 70 and one end 14a of each of the plurality of water pipes 14 facing the drainage facility 70. Thereby, the one end 14a of each of the plurality of water pipes 14 and the drain hole 80 of the drainage facility 70 are communicated with each other through the water-passing space 16 without blocking the drainage hole 80 of the drainage facility 70 with the waterproof material 44. Can be made Therefore, the permeated water that has passed through the water pipe 14 is further drained from the drainage facility 70 through the water passage space 16 and the drain hole 80. Therefore, a flow path that flows from the other end 14b of the water pipe 14 to the one end 14a is formed, and the flow of water that has permeated the waterproof floor 30 is promoted, so that the permeated water can be efficiently drained.

更に、本発明の実施の形態に係る防水床の集水システム10は、図1(b)及び図4(b)に示すように、防水材44と緩衝材48との間に保護コンクリート46が積層された積層構造42を有する防水床30を対象としており、従って、複数の通水管14及び防水材44の上には、保護コンクリート46が積層されることになる。又、集水構造12の通水空間16は、図3(d)に示すように、上述した空間に加えて、排水設備70の外周部70aと、保護コンクリート46の排水設備70周りの縁46aとの間に設けられた空間を含んでいる。これにより、通水空間16は、排水設備70の外周部70aに沿って上方向へと広がるため、緩衝材48(断熱材50)と保護コンクリート46との間や保護コンクリート46内に浸透した水を、保護コンクリート46の排水設備70周りの縁46aから、又、緩衝材48内に浸透した水を、通水空間16の上方に位置する緩衝材48(嵩上げ材52)の下面から、通水空間16へと流れ易くすることができる。しかも、緩衝材48(断熱材50)と保護コンクリート46との間にRAシート66が敷設され、RAシート66の端部が、保護コンクリート46の排水設備70周りの縁46aに沿って垂下していることで、緩衝材48内に浸透した水を、通水空間16へとより一層流れ易くすることができる。 Furthermore, in the water collecting system 10 for the waterproof floor according to the embodiment of the present invention, as shown in FIGS. 1B and 4B, the protective concrete 46 is provided between the waterproof material 44 and the cushioning material 48. The waterproof floor 30 having the laminated laminated structure 42 is intended, and therefore, the protective concrete 46 is laminated on the plurality of water pipes 14 and the waterproof material 44. In addition to the above-mentioned space, the water passage space 16 of the water collecting structure 12 includes the outer peripheral portion 70a of the drainage facility 70 and the edge 46a of the protective concrete 46 around the drainage facility 70, as shown in FIG. 3D. It includes the space between and. As a result, the water passage space 16 spreads upward along the outer peripheral portion 70a of the drainage facility 70, so that water that has permeated between the cushioning material 48 (the heat insulating material 50) and the protective concrete 46 and into the protective concrete 46 is penetrated. Through the edge 46a of the protective concrete 46 around the drainage facility 70, and the water that has penetrated into the cushioning material 48 from the lower surface of the cushioning material 48 (bulking material 52) located above the water passage space 16. It can be made easy to flow into the space 16. Moreover, the RA sheet 66 is laid between the cushioning material 48 (heat insulating material 50) and the protective concrete 46, and the end portion of the RA sheet 66 hangs down along the edge 46a around the drainage facility 70 of the protective concrete 46. The presence of the water in the cushioning material 48 makes it easier for the water that has penetrated into the cushioning material 48 to flow into the water passage space 16.

又、図1及び図4に示すように、集水構造12は、複数の通水管14及び集水空間16に加えて区切り部材20を含み、この区切り部材20は、防水材44の直上において、複数の通水管14の各々の他端14bと近接して、これら複数の通水管14の周囲を囲うように環状に延在している。そして、区切り部材20が保護コンクリート46の厚みと同等の高さを有していることで、保護コンクリート46が区切り部材20によって、排水設備70及び複数の通水管14が配置される内側46bと外側46cとに区切られる。このような区切り部材20が配置されることによって、積層構造42内を防水材44の上まで浸透した水を、区切り部材20に沿って流れ易くすることができる。 Further, as shown in FIGS. 1 and 4, the water collecting structure 12 includes a partition member 20 in addition to the plurality of water pipes 14 and the water collecting space 16, and the partition member 20 is provided immediately above the waterproof material 44. Each of the plurality of water pipes 14 is adjacent to the other end 14b and extends annularly so as to surround the plurality of water pipes 14. The partition member 20 has the same height as the thickness of the protective concrete 46, so that the protective concrete 46 is separated by the partition member 20 from the inside 46b and the outside where the drainage facility 70 and the plurality of water pipes 14 are arranged. It is divided into 46c. By disposing such a partition member 20, it is possible to facilitate the flow of water that has penetrated into the laminated structure 42 up to the top of the waterproof material 44 along the partition member 20.

更に、区切り部材20は、少なくとも、複数の通水管14の各々の他端14bと近接する部位20aが除去されている。これにより、除去前の区切り部材20aがあった箇所に、複数の通水管14の各々の、他端14bの開口部に連通する導入空間24が形成される。このため、区切り部材20の内側及び外側において、防水材44上を区切り部材20に沿って流れる浸透水や、導入空間24の上に位置する緩衝材48まで浸透した浸透水を、導入空間24を通して、他端14bの開口部から通水管14へと導くことができる。従って、通水管14から通水空間16を通って排水設備70へと至る流れを一層促すことができ、浸透水をより効率よく排水することが可能となる。 Further, the partition member 20 has at least a portion 20a adjacent to the other end 14b of each of the plurality of water passages 14 removed. Thereby, the introduction space 24 that communicates with the opening of the other end 14b of each of the plurality of water passages 14 is formed at the position where the partition member 20a before removal was present. Therefore, inside and outside the partition member 20, the permeated water flowing along the partition member 20 on the waterproof material 44 and the permeated water that has permeated to the buffer material 48 located above the introducing space 24 are passed through the introducing space 24. , And can be guided to the water pipe 14 from the opening of the other end 14b. Therefore, the flow from the water pipe 14 through the water space 16 to the drainage facility 70 can be further promoted, and the permeated water can be drained more efficiently.

又、本発明の実施の形態に係る防水床の集水システム10は、下層側から防水材44、保護コンクリート46、断熱材50、嵩上げ材52、及び、押えコンクリート54が積層された積層構造42を有する防水床30を対象としたものである。そして、図3(d)に示すように、通水空間16が、更に、排水設備70の外周部70aと、断熱材50の排水設備70周りの縁50aとの間に設けられた空間を含むものである。これにより、通水空間16は、排水設備70の外周部70aに沿って更に上方向へと広がるため、嵩上げ材52と断熱材50との間や断熱材50内に浸透した水を、断熱材50の排水設備70周りの縁50aから、又、嵩上げ材52内に浸透した水を、通水空間16の上方に位置する嵩上げ材52の下面から、通水空間16へと流れ易くすることができる。しかも、嵩上げ材52と断熱材50との間にRAシート66が敷設され、RAシート66の端部が、断熱材50の排水設備70周りの縁50aに沿って垂下していることで、嵩上げ材52内に浸透した水を、通水空間16へとより一層流れ易くすることができる。従って、浸透水の排水を更に促すことが可能となる。 Further, the water collecting system 10 for the waterproof floor according to the embodiment of the present invention has the laminated structure 42 in which the waterproof material 44, the protective concrete 46, the heat insulating material 50, the raising material 52, and the holding concrete 54 are laminated from the lower layer side. It is intended for the waterproof floor 30 having. Then, as shown in FIG. 3D, the water passage space 16 further includes a space provided between the outer peripheral portion 70 a of the drainage facility 70 and the edge 50 a of the heat insulating material 50 around the drainage facility 70. It is a waste. As a result, the water passage space 16 further expands upward along the outer peripheral portion 70a of the drainage facility 70, so that the water that has permeated between the raising material 52 and the heat insulating material 50 and into the heat insulating material 50 is insulated from the heat insulating material. It is possible to facilitate the flow of water that has permeated into the raising member 52 from the edge 50a around the drainage facility 70 of 50 from the lower surface of the raising member 52 located above the water passing space 16 to the water passing space 16. it can. Moreover, the RA sheet 66 is laid between the padding material 52 and the heat insulating material 50, and the end portion of the RA sheet 66 hangs down along the edge 50a around the drainage facility 70 of the heat insulating material 50, thereby raising the padding. The water that has penetrated into the material 52 can be made to flow more easily into the water passage space 16. Therefore, it becomes possible to further promote the drainage of the permeated water.

一方、本発明の実施の形態に係る防水床30は、上述したような防水床の集水システム10と、積層構造42と、少なくとも1つの排水設備70とを含み、この少なくとも1つの排水設備70として、図1に示すような少なくとも1つの排水桝70Aを含むものである。排水桝70Aは、主に積層構造42の上を流れる水を排水するために設置されるものであり、そのような水が、積層構造42の上面と略同じ高さに設置された上蓋76のスリットや穴から、排水桝70Aの内部へ取り込まれて排水される。更に、排水桝70Aの外周部70aには複数の水抜き穴80が設けられており、積層構造42に浸透した水が、それらの水抜き穴80から排水桝70Aの内部へ取り込まれて排水される。これにより、積層構造42の上を流れる水だけでなく、積層構造42の内部に浸透した水までも、排水桝40Aを介して効率的に排水することができる。 On the other hand, the waterproof floor 30 according to the embodiment of the present invention includes the water collecting system 10 for the waterproof floor as described above, the laminated structure 42, and at least one drainage facility 70, and the at least one drainage facility 70. As shown in FIG. 1, it includes at least one drainage basin 70A. The drainage basin 70A is installed mainly for draining water flowing over the laminated structure 42, and such water is provided in the upper lid 76 installed at substantially the same height as the upper surface of the laminated structure 42. It is taken into the inside of the drainage basin 70A through the slits and holes and drained. Further, a plurality of drainage holes 80 are provided on the outer peripheral portion 70a of the drainage basin 70A, and the water that has permeated the laminated structure 42 is taken into the drainage basin 70A through the drainage holes 80 and drained. It As a result, not only the water flowing over the laminated structure 42 but also the water that has penetrated into the laminated structure 42 can be efficiently drained through the drainage basin 40A.

更に、本発明の実施の形態に係る防水床30は、排水設備70として、少なくとも1つの排水桝70Aに加え、図4に示すような少なくとも1つの排水ドレン70Bを含むものである。排水ドレン70Bは、主に積層構造42の内部に浸透した水を排水するために設置され、排水桝70Aと比較して排水量が小さく、排水桝70Aによる排水をメインとすると補助的な排水を行うものである。排水ドレン70Bの外周部70aには複数の水抜き穴80が設けられており、積層構造42に浸透した水が、それらの水抜き穴80から排水ドレン70Bの内部へ取り込まれて排水される。このような排水ドレン70Bと排水桝70Aとの双方が、例えば図5に示すように、各々の目的に見合った防水床30の位置に設置されていることで、積層構造42の上を流れる水及び積層構造42の内部に浸透した水を、より効率的に排水することが可能となる。
他方、本発明の実施の形態に係る防水床での集水方法は、上述したような防水床の集水システム10を利用して実行されることで、防水床の集水システム10と同等の作用効果を奏することができる。
Further, the waterproof floor 30 according to the embodiment of the present invention includes, as the drainage facility 70, at least one drainage drain 70B as shown in FIG. 4 in addition to at least one drainage basin 70A. The drainage drain 70B is installed mainly for draining water that has penetrated into the laminated structure 42, has a smaller amount of drainage compared to the drainage basin 70A, and mainly performs drainage by the drainage basin 70A to perform auxiliary drainage. It is a thing. A plurality of drainage holes 80 are provided in the outer peripheral portion 70a of the drainage drain 70B, and water that has permeated the laminated structure 42 is taken into the drainage drain 70B through the drainage holes 80 and drained. Both of the drainage drain 70B and the drainage basin 70A are installed at the position of the waterproof floor 30 suitable for each purpose, as shown in FIG. Also, the water that has penetrated into the laminated structure 42 can be drained more efficiently.
On the other hand, the water collecting method on the waterproof floor according to the embodiment of the present invention is performed by using the water collecting system 10 on the waterproof floor as described above, and thus is equivalent to the water collecting system 10 on the waterproof floor. It is possible to obtain the action and effect.

10:防水床の集水システム、12:集水構造、14:通水管、14a:一端、14b:他端、16:通水空間、20:区切り部材、20a:除去部位、24:導入空間、30:防水床、42:積層構造、44:防水材、44a:排水設備周りの縁、46:保護コンクリート、46a:排水設備周りの縁、46b:内側、46c:外側、48:緩衝材、50:断熱材、50a:排水設備周りの縁、52:嵩上げ材、54:押えコンクリート、70:排水設備、70a:外周部、70A:排水桝、70B:排水ドレン、80:水抜き穴 10: Water collection system of waterproof floor, 12: Water collection structure, 14: Water passage pipe, 14a: One end, 14b: Other end, 16: Water passage space, 20: Separation member, 20a: Removal site, 24: Introduction space, 30: waterproof floor, 42: laminated structure, 44: waterproof material, 44a: edge around drainage equipment, 46: protective concrete, 46a: edge around drainage equipment, 46b: inside, 46c: outside, 48: cushioning material, 50 : Heat insulating material, 50a: Edge around drainage equipment, 52: Raising material, 54: Holding concrete, 70: Drainage equipment, 70a: Outer peripheral portion, 70A: Drainage basin, 70B: Drainage drain, 80: Drainage hole

Claims (7)

下層側から少なくとも防水材、緩衝材及び押えコンクリートが積層された積層構造を備え、該積層構造の上を流れる水、及び/又は、前記積層構造の内部に浸透した水を排水するための概略筒状の排水設備が、前記積層構造を貫通して少なくとも1つ設置された防水床の集水システムであって、
前記少なくとも1つの排水設備毎に設けられ、前記防水材よりも上層の前記積層構造内に浸透した水を、前記少なくとも1つの排水設備の外周部に設けられた水抜き穴へと誘導するための、集水構造を含み、
該集水構造は、前記防水材の直上に配置された複数の通水管と、前記少なくとも1つの排水設備の外周部に沿って、前記水抜き穴と連通するように設けられた通水空間と、を含み、
前記複数の通水管は、平面視で、各々の一端を前記少なくとも1つの排水設備へ向ける態様で、該排水設備の周囲に互いに間隔を空けて放射状に配置され、
前記通水空間は、少なくとも、前記少なくとも1つの排水設備の外周部と、前記防水材の、前記少なくとも1つの排水設備周りの縁との間の空間、及び、前記少なくとも1つの排水設備の外周部と、前記複数の通水管の各々の前記一端との間の空間を含むように設けられていることを特徴とする防水床の集水システム。
A schematic tube for draining water flowing over the laminated structure and/or water permeated into the laminated structure, which has a laminated structure in which at least a waterproof material, a cushioning material, and a holding concrete are laminated from the lower layer side. Is a waterproof floor water collection system in which at least one drainage facility is installed through the laminated structure,
For guiding water, which is provided for each of the at least one drainage facility and has penetrated into the laminated structure above the waterproof material, to a drain hole provided at an outer peripheral portion of the at least one drainage facility , water collecting structure seen including,
The water collecting structure includes a plurality of water passages arranged directly above the waterproof material, and a water passage space provided along the outer peripheral portion of the at least one drainage facility so as to communicate with the water drain hole. Including,
The plurality of water pipes, in a plan view, with one end of each is directed to the at least one drainage facility, are radially arranged at intervals around the drainage facility,
The water passage space is at least a space between an outer peripheral portion of the at least one drainage facility and an edge of the waterproof material around the at least one drainage facility, and an outer peripheral portion of the at least one drainage facility. And a water collection system for a waterproof floor, which is provided so as to include a space between each of the plurality of water passages and the one end .
前記積層構造が、前記防水材と前記緩衝材との間に積層された保護コンクリートを含み、
前記通水空間は、前記少なくとも1つの排水設備の外周部と、前記保護コンクリートの、前記少なくとも1つの排水設備周りの縁との間に設けられた空間を含み、
前記集水構造は、前記防水材の直上において、前記複数の通水管の各々の他端と近接して、該複数の通水管の周囲を囲うように環状に延在し、前記保護コンクリートを、前記排水設備及び前記複数の通水管が配置される内側と外側とに区切る区切り部材を含み、
該区切り部材の、少なくとも、前記複数の通水管の各々の前記他端と近接する部位が除去されていることで、前記複数の通水管の各々の、前記他端の開口部に連通する導入空間が設けられていることを特徴とする請求項記載の防水床の集水システム。
The laminated structure includes protective concrete laminated between the waterproof material and the cushioning material,
The water passage space includes a space provided between an outer peripheral portion of the at least one drainage facility and an edge of the protective concrete around the at least one drainage facility,
The water collection structure, immediately above the waterproof material, in proximity to the other end of each of the plurality of water pipes, extends annularly so as to surround the periphery of the plurality of water pipes, the protective concrete, Including a partition member that divides the drainage facility and the plurality of water pipes into an inner side and an outer side,
An introduction space communicating with the opening of the other end of each of the plurality of water passage pipes is formed by removing at least a portion of the partition member adjacent to the other end of each of the plurality of water passage pipes. The water collecting system for a waterproof floor according to claim 1 , wherein the water collecting system is provided.
前記積層構造は、前記緩衝材として、下層側から断熱材と嵩上げ材とを含み、
前記通水空間は、前記少なくとも1つの排水設備の外周部と、前記断熱材の、前記少なくとも1つの排水設備周りの縁との間に設けられた空間を含むことを特徴とする請求項記載の防水床の集水システム。
The laminated structure includes, as the cushioning material, a heat insulating material and a raising material from the lower layer side,
The water passage space, the and the outer peripheral portion of at least one drainage, the heat insulating material, claim 2, wherein the containing space provided between the edge around at least one drainage Waterproof floor water collection system.
請求項1からのいずれか1項記載の防水床の集水システムと、前記積層構造と、前記少なくとも1つの排水設備とを含み、
該少なくとも1つの排水設備として、主に前記積層構造の上を流れる水を排水するために設置された、少なくとも1つの排水桝を含むことを特徴とする防水床。
A water collecting system for the waterproof floor according to any one of claims 1 to 3, the laminated structure, and the at least one drainage facility,
A waterproof floor, characterized in that, as the at least one drainage facility, at least one drainage basin is installed mainly for draining water flowing over the laminated structure.
前記少なくとも1つの排水設備として、更に、主に前記積層構造の内部に浸透した水を排水するために設置された、少なくとも1つの排水ドレンを含むことを特徴とする請求項記載の防水床。 The waterproof floor according to claim 4, wherein the at least one drainage facility further includes at least one drainage drain that is installed mainly for draining water that has penetrated into the laminated structure. 下層側から少なくとも防水材、緩衝材及び押えコンクリートが積層された積層構造を備え、該積層構造の上を流れる水、及び/又は、前記積層構造の内部に浸透した水を排水するための概略筒状の排水設備が、前記積層構造を貫通して少なくとも1つ設置された防水床での集水方法であって、
前記少なくとも1つの排水設備毎に、前記防水材よりも上層の前記積層構造内に浸透した水を、前記少なくとも1つの排水設備の外周部に設けられた水抜き穴へと誘導するための、集水構造を設け
該集水構造の一部として、前記防水材の直上に複数の通水管を配置すると共に、前記少なくとも1つの排水設備の外周部に沿って、前記水抜き穴と連通するように通水空間を設け、
前記複数の通水管を配置する際に、平面視で、前記複数の通水管の各々の一端を前記少なくとも1つの排水設備へ向ける態様で、該排水設備の周囲に互いに間隔を空けて放射状に配置し、
前記通水空間を設ける際に、少なくとも、前記少なくとも1つの排水設備の外周部と、前記防水材の、前記少なくとも1つの排水設備周りの縁との間の空間、及び、前記少なくとも1つの排水設備の外周部と、前記複数の通水管の各々の前記一端との間の空間を含むように設けることを特徴とする防水床での集水方法。
A schematic tube for draining water flowing over the laminated structure and/or water permeated into the laminated structure, which has a laminated structure in which at least a waterproof material, a cushioning material, and a holding concrete are laminated from the lower layer side. A drainage facility in the form of water is a method for collecting water on a waterproof floor which is installed through at least one of the laminated structures,
For each of the at least one drainage facility, water for infiltrating into the laminated structure above the waterproof material is guided to a drain hole provided in an outer peripheral portion of the at least one drainage facility, Water structure ,
As a part of the water collecting structure, a plurality of water pipes are arranged immediately above the waterproof material, and a water passage space is provided along the outer periphery of the at least one drainage facility so as to communicate with the water drain hole. Provided,
When arranging the plurality of water passages, in a plan view, one end of each of the plurality of water passages is directed to the at least one drainage facility, and is arranged radially around the drainage facility with a space therebetween. Then
When providing the water passage space, at least a space between an outer peripheral portion of the at least one drainage facility and an edge of the waterproof material around the at least one drainage facility, and the at least one drainage facility. A method for collecting water on a waterproof floor, characterized in that it is provided so as to include a space between an outer peripheral portion of the water pipe and the one end of each of the plurality of water pipes .
前記積層構造が、前記防水材と前記緩衝材との間に積層された保護コンクリートを含み、
前記通水空間を設ける際に、前記少なくとも1つの排水設備の外周部と、前記保護コンクリートの、前記少なくとも1つの排水設備周りの縁との間の空間を含むように設け、
前記集水構造の一部として、前記防水材の直上において、前記複数の通水管の各々の他端と近接して、該複数の通水管の周囲を囲うように環状に延在し、前記保護コンクリートを、前記排水設備及び前記複数の通水管が配置される内側と外側とに区切る区切り部材を設置し、
該区切り部材の、少なくとも、前記複数の通水管の各々の前記他端と近接する部位を除去することで、前記複数の通水管の各々の、前記他端の開口部に連通する導入空間を設けることを特徴とする請求項記載の防水床での集水方法。
The laminated structure includes protective concrete laminated between the waterproof material and the cushioning material,
When the water passage space is provided, it is provided so as to include a space between the outer peripheral portion of the at least one drainage facility and the edge of the protective concrete around the at least one drainage facility,
As a part of the water collecting structure, immediately above the waterproof material, in the vicinity of the other end of each of the plurality of water pipes, and extending in an annular shape so as to surround the periphery of the plurality of water pipes, the protection The concrete is installed with a partition member that partitions the drainage facility and the plurality of water pipes into an inner side and an outer side,
By removing at least a portion of the partition member that is close to the other end of each of the plurality of water passage pipes, an introduction space communicating with the opening of the other end of each of the plurality of water passage pipes is provided. The method of collecting water on a waterproof floor according to claim 6, wherein.
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