JP5360446B1 - Rainwater storage structure in reinforced concrete slabs - Google Patents

Rainwater storage structure in reinforced concrete slabs Download PDF

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JP5360446B1
JP5360446B1 JP2012115190A JP2012115190A JP5360446B1 JP 5360446 B1 JP5360446 B1 JP 5360446B1 JP 2012115190 A JP2012115190 A JP 2012115190A JP 2012115190 A JP2012115190 A JP 2012115190A JP 5360446 B1 JP5360446 B1 JP 5360446B1
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rainwater storage
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water
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JP2013241772A (en
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美藤雅康
美藤町子
北村知世
横畑直世
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美藤 雅康
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
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Abstract

【課題】津波や火災等の災害に強く、屋上スラブの落差を利用して給水ができる鉄筋コンクリートスラブ内における雨水貯留構造を提供する。
【解決手段】鉄筋コンクリート構築物の最上階のスラブ型枠6の上に断熱材5を敷き込み、雨水集水装置1と雨水貯留管2を敷設して、配筋し、コンクリート4を打設することで鉄筋コンクリートスラブ3内に雨水が貯留できる災害に強い雨水貯留構造とした。さらに、雨水集水装置1で砂の除去や雨水貯留管2内の清掃を可能にした。給水に関しては長尺な雨水貯留管2の下部から給水管を自由に採りだすことで多目的な雨水利用を可能にした。
【選択図】図4
The present invention provides a rainwater storage structure in a reinforced concrete slab that is resistant to disasters such as tsunami and fire and can supply water using a head of a roof slab.
SOLUTION: A heat insulating material 5 is laid on a slab form 6 on the top floor of a reinforced concrete structure, a rain water collecting device 1 and a rain water storage pipe 2 are laid, the bars are arranged, and concrete 4 is placed. Thus, a rainwater storage structure that can store rainwater in the reinforced concrete slab 3 is provided. Further, the rainwater collecting device 1 can remove sand and clean the inside of the rainwater storage pipe 2. With regard to water supply, the multipurpose rainwater can be used by taking out the water supply pipe freely from the lower part of the long rainwater storage pipe 2.
[Selection] Figure 4

Description

本発明は、鉄筋コンクリート構築物の最上階のコンクリートスラブ内に雨水を貯留できる構造にした鉄筋コンクリートスラブ内における雨水貯留構造に関する。 The present invention relates to a rainwater storage structure in a reinforced concrete slab having a structure capable of storing rainwater in a concrete slab on the top floor of a reinforced concrete structure .

近年、異常気象による降雨量不足が問題となっている。渇水期には、上水道による生活用水の給水が制限されて生活に支障を来たすことがあり、全国自治体も雨水貯留タンクの設置による雨水利用に対して補助金制度を整備するところが増えるなど、雨水貯留タンクの設置が見直されている。他方、壊滅的な被害を蒙った東北被災地の復興や南海トラフの巨大地震・東京直下型地震等で被害が予測される地域市町村は、地震・津浪・台風・竜巻・洪水・火災等の災害に耐えられる強固な構築物が求められており、その構築物にはそれらの災害にも耐えられる雨水貯留槽の開発が求められているIn recent years, lack of rainfall due to abnormal weather has become a problem. During the dry season, water supply for domestic use by the water supply system is restricted, which may interfere with daily life. Local governments are increasing the number of subsidies for rainwater use by installing rainwater storage tanks. The installation of the tank has been reviewed. On the other hand, local municipalities where damage is predicted due to the reconstruction of the devastated Tohoku disaster area, the Nankai Trough earthquake, the Tokyo earthquake, etc. are disasters such as earthquake, Tsunami, typhoon, tornado, flood, fire, etc. Therefore, there is a demand for a strong structure that can withstand such a disaster, and the structure is required to develop a rainwater storage tank that can withstand such disasters.

一般に、雨水を有効利用するための雨水貯留タンクの大半は、地盤面に設置し縦樋を接続して雨水を貯留している。雨水の利用目的も草花や植木の散水などの他に庭の撒き水や災害時の非常用水などの備えとして利用されている。また、地下に埋設する大掛かりな貯留水槽や基礎地盤改良工法に用いるスラブ床内に埋設したパイプを貯留水槽とする開発(登録実用新案第3063325号広報)がなされているが、いずれも、雑用水に利用するための揚水ポンプを必要としている。 In general, most rainwater storage tanks for effective use of rainwater are installed on the ground surface and connected with downpipe to store rainwater. The purpose of using rainwater is to prepare garden water and emergency water in case of disasters in addition to plants and watering plants. In addition, there is a development that uses a large reservoir tank buried underground and a pipe embedded in the slab floor used for the foundation ground improvement construction method (registered utility model No. 3063325 public relations). Need a pump to use it.

現在、一般住宅などに用いられている雨水貯留タンクは、貯水容量が小さく雨水の有効利用が制限されている。また、雨水貯留タンクは架台の上に設置して架台や建物に固定しているが雨水貯留タンクの設置場所が必要である。さらに、雑用水に利用するための揚水ポンプを必要としている。 Currently, rainwater storage tanks used in ordinary houses have a small water storage capacity, and the effective use of rainwater is restricted. In addition, the rainwater storage tank is installed on a gantry and fixed to the gantry or building, but a location for the rainwater storage tank is required. In addition, there is a need for a pump for use in miscellaneous water.

他方、構築物の外壁に取付ける建築物の軒先に取付け可能に構成された、雨水導入口を上面に形成され、雨水供給口が底部側に形成された雨水の貯水層(特開2001-173027)が考案されている。 On the other hand, there is a rainwater reservoir (JP-A-2001-173027) that is configured to be attached to the eaves of a building that is attached to the outer wall of the structure, the rainwater introduction port is formed on the top surface, and the rainwater supply port is formed on the bottom side. It has been devised.

また、建物構造体と一体化した雨水貯留タンク(特表平10-507237)も考案されている。 Also, a rainwater storage tank (Special Table 10-507237) integrated with the building structure has been devised.

上記の通り、多種多様な雨水貯留タンクが開発されているが、いずれも小規模で、地震・津浪・台風・竜巻・洪水・火災等の災害に耐えられる強固な鉄筋コンクリートスラブ内における雨水貯留構造は開発がなされていない。しかしながら、渇水時や地震等の災害によりインフラが停止した場合でも水洗便器が使用できるなどの生活の備えは必要であり雨水の有効利用は大切である。 As described above, a wide variety of rainwater storage tanks have been developed, but all of them are small-scale and have a rainwater storage structure within a strong reinforced concrete slab that can withstand disasters such as earthquakes, tsunamis, typhoons, tornadoes, floods, and fires. No development has been done. However, it is necessary to prepare for daily life, such as the ability to use flush toilets even when the infrastructure is stopped due to drought or disaster such as an earthquake, and effective use of rainwater is important.

その他、本願発明に関連する公知技術として次の特許文献を挙げることができる。 In addition, the following patent documents can be cited as known techniques related to the present invention.

特許出願2005−117758、 Patent application 2005-117758,

ところが、従来の雨水を有効利用するための雨水貯留タンクや給水システムには、次のような問題点がある。 However, conventional rainwater storage tanks and water supply systems for effectively using rainwater have the following problems.

日本の住宅地は狭く、雨水を有効利用するための雨水貯留タンクを設置するスペースの確保が困難であるとともに、一般住宅などの雨水貯留タンクは貯水容量が小さく雨水の有効利用の範囲が制限されている。また、雨水貯留タンクは架台の上に設置して外壁に転倒防止の固定をしているが、現状の外壁に強固に固定することは困難である。他方、鉄筋コンクリート造など陸屋根構築物の屋上は、太陽光発電パネルの設置場所等に利用できることから、高架タンク等を設置しないことが望ましい。 Japan's residential areas are small and it is difficult to secure a space for installing rainwater storage tanks for effective use of rainwater, and rainwater storage tanks such as ordinary houses have a small storage capacity and the range of effective use of rainwater is limited. ing. In addition, the rainwater storage tank is installed on a pedestal and fixed to the outer wall to prevent it from falling, but it is difficult to firmly fix it to the current outer wall. On the other hand, it is desirable not to install an elevated tank or the like on the roof of a flat roof structure such as reinforced concrete because it can be used as a place for installing a photovoltaic power generation panel.

また、地盤面に設置し縦樋を接続して貯留している雨水貯留タンクは揚水能力がなく、揚水ポンプを使用しなければトイレなどの雑用水には使用できない。しかも、電気などの動力を必要とすることから、地震等の災害によるインフラ停止時には対応はできないなどの問題がある。 In addition, rainwater storage tanks that are installed on the ground surface and stored by connecting vertical shafts do not have pumping capacity and cannot be used for miscellaneous water such as toilets unless a pump is used. In addition, since power such as electricity is required, there is a problem that it is not possible to respond when the infrastructure stops due to a disaster such as an earthquake.

上記の問題を解決する考案もされている。例えば、構築物の外壁に取付けられた建築物の軒先に取付け可能に構成された、雨水導入口を上面に形成され、雨水供給口が底部側に形成された雨水の貯水層(特開2001-173027)や建物構造体と一体化した雨水貯留タンク(特表平10-507237)があるが、いずれも、実用化するには複雑さとコスト面で問題がある。また、登録実用新案第3063325号広報は、基礎のスラブ内に多数並列したパイプの両端を通水用の管寄せで連通して雨水貯留水槽としているため、両端の通水用の管寄せで連通している部分が、コンクリートスラブ外に露出しているため、災害に強い雨水貯留水槽として利用できない問題がある。さらに、私が開発した複数の補強仕切り板を有する軒樋付雨水貯留タンク(特願2009−265850)もあるが災害に対応できない問題点がある。 There has also been devised to solve the above problems. For example, a rainwater reservoir formed with a rainwater introduction port formed on the upper surface and a rainwater supply port formed on the bottom side, which is configured to be attached to the eaves of a building attached to the outer wall of the structure (JP 2001-173027 A). ) And a rainwater storage tank (Special Table 10-507237) integrated with the building structure, both of which have problems in terms of complexity and cost for practical use. In addition, publicity of registered utility model No. 3063325 is a rainwater storage tank by connecting both ends of a large number of parallel pipes in the foundation slab with water headers, so it is communicated with water headers at both ends. The exposed part is exposed outside the concrete slab, so there is a problem that it cannot be used as a rainwater storage tank resistant to disasters . In addition, there is a rainwater storage tank with eaves wall (Japanese Patent Application No. 2009-265850) that I have developed with a plurality of reinforcing partition plates, but there is a problem that cannot cope with disasters.

他方、壊滅的な被害を蒙った東北被災地の復興や南海トラフの巨大地震・東京直下型地震等で被害が予測される地域、さらに、日本全国市町村は全ての災害に耐えられる強固な構築物での防災化を迅速に推進しなければならない現状にあるなかで、いずれの雨水貯留タンクも防災構築物に対応ができない問題がある。 On the other hand, areas that are expected to be damaged by the reconstruction of the devastated Tohoku disaster area, the Nankai Trough earthquake, the Tokyo earthquake, etc., and the nationwide municipalities are robust structures that can withstand all disasters. However, there is a problem that none of the rainwater storage tanks can cope with disaster prevention structures.

しかしながら、雨水貯留タンクに集めた雨水を利用すれば水道料金や下水道料金が節約できる。さらに、貯水ダム工事も中止される時代、多種多様な構築物や各家庭に雨水貯留タンクが設置されれば節水だけでなく、集中豪雨などの際の雨水流出抑制にも寄与できる。これからは各構築物の全てに雨水貯留タンクを備えて雨水を大切に有効利用することは大切である。 However, if rainwater collected in the rainwater storage tank is used, water charges and sewerage charges can be saved. In addition, when dam construction is stopped, a wide variety of structures and rainwater storage tanks installed in each household can contribute not only to water conservation but also to stormwater outflow control during heavy rains. From now on, it is important to provide rainwater storage tanks for all the structures and to make effective use of rainwater.

本発明は、このような点に鑑みて成されたものであり、今後は地震・津浪・台風・竜巻・洪水・火災等の災害にも耐えられる、鉄筋コンクリートの最上階のスラブ内に雨水貯留管を配管敷設した強固な構築物で地域市町村の防災化が推進されることを期待する。これらから水中や猛火の中でも耐えられる鉄筋コンクリートスラブ内における雨水貯留構造を提供することを主目的とする。 The present invention has been made in view of the above points, and in the future it will be able to withstand disasters such as earthquakes, tsunamis, typhoons, tornadoes, floods, fires, etc. , and a rainwater storage pipe in the slab on the top floor of reinforced concrete. It is hoped that the disaster prevention of local municipalities will be promoted with a strong structure laying pipes . Therefore, the main purpose is to provide a rainwater storage structure in a reinforced concrete slab that can withstand even underwater or fire.

この発明は、上記の課題を解決するためになされたもので、鉄筋コンクリートスラブ内における雨水貯留構造であって、
前記、鉄筋コンクリートスラブ内における雨水貯留構造は、鉄筋コンクリート構築物の最上階に型枠組されたスラブ型枠6と、前記スラブ型枠6の上に敷かれた断熱材5と、そして、スラブ型枠6の上に配筋し、雨水集水装置1と雨水貯留管2を敷設して、コンクリート4を打設することで形成される鉄筋コンクリートスラブ3とを備えた雨水貯留構造であって、コンクリートスラブ内に雨水が貯留できるようにしたことを特徴とする鉄筋コンクリートスラブ内における雨水貯留構造。(請求項1)を提供する。
This invention was made to solve the above problems, and is a rainwater storage structure in a reinforced concrete slab,
The rainwater storage structure in the reinforced concrete slab includes a slab form 6 formed on the top floor of the reinforced concrete structure, a heat insulating material 5 laid on the slab form 6, and a slab form 6 A rainwater storage structure including a reinforced concrete slab 3 formed by placing a rainwater collecting device 1 and a rainwater storage pipe 2 and placing concrete 4 thereon, and arranged in the concrete slab. A rainwater storage structure in a reinforced concrete slab characterized by being able to store rainwater. (Claim 1) is provided.

前記、前記、鉄筋コンクリート構築物の最上階の鉄筋コンクリートスラブ3内に、雨水集水装置1と雨水貯留管2を敷設することで、屋上の雨水を集水する雨水集水装置1から雨水貯留管2へ雨水を自然流入させることを特徴とする請求項1に記載の鉄筋コンクリートスラブ内における雨水貯留構造(請求項2)を提供する。 The rainwater catcher 1 and the rainwater storage pipe 2 are laid in the reinforced concrete slab 3 on the top floor of the reinforced concrete structure, so that the rainwater catcher 1 that collects rainwater on the roof is moved to the rainwater storage pipe 2. A rainwater storage structure (claim 2) in a reinforced concrete slab according to claim 1, wherein rainwater is allowed to flow naturally .

本発明の特筆すべき最大の効果は、近年、壊滅的な被害を蒙った東北被災地の復興や南海トラフの巨大地震・東京直下型地震等で被害が予測される地域市町村においては、地震・津浪・台風・竜巻・洪水・火災等の災害に耐えられる強固な構築物での防災化が推進されることが問われている。それら全ての構築物に本件発明の鉄筋コンクリートスラブ内における雨水貯留構造にすれば、それらの災害で破壊されない雨水貯留槽が構築できる効果と節水対策はもとより集中豪雨などの際の雨水流出抑制等に多大な効果が期待されることにある。さらに、水中や猛火の中でも水が使える生活ができる防災避難シェルターの建設に大きな効果が得られる。他方、最上階のスラブからの落差を利用した雨水利用は、前記した災害によるインフラ停止時もトイレや雑用水など多目的に利用できる。また、経費の掛からない雨水が大量に使えることは地球温暖化防止の観点からも大切であり大きな効果である。 The most notable effect of the present invention is that in local municipalities where damage is predicted in recent years due to the reconstruction of the devastated Tohoku disaster area, the Nankai Trough earthquake, the Tokyo earthquake, etc. There is a need to promote disaster prevention with strong structures that can withstand disasters such as Tsunami, typhoons, tornadoes, floods, and fires. If all of these structures have the rainwater storage structure in the reinforced concrete slab of the present invention , it is possible to construct a rainwater storage tank that is not destroyed by those disasters, and to save water, as well as to prevent rainwater outflows during concentrated heavy rain. The effect is to be expected. In addition, it will have a great effect on the construction of disaster prevention shelters that can use water even in water and fire. On the other hand, rainwater utilization using the head from the slab on the top floor can be used for various purposes such as toilets and miscellaneous water even when the infrastructure is stopped due to the disaster described above. In addition, it is important from the viewpoint of global warming prevention to be able to use a large amount of rainwater that does not require expenses, which is a great effect.

請求項1に係る発明によれば、鉄筋コンクリート構築物の最上階に型枠組されたスラブ型枠6と、前記スラブ型枠6の上に敷かれた断熱材5と、そして、スラブ型枠6の上に配筋し、雨水集水装置1と雨水貯留管2を敷設して、コンクリート4を打設することでコンクリートスラブ内に雨水が貯留できる構造となり、全ての災害に耐えられる強固な雨水貯留構造となる。また、最上階のスラブ内に雨水貯留槽を設けることで最上階の断熱効果が高まる。他方、防災構築物が要求されるなかで災害に強い構築物の完成度を高める効果は大きい。さらに、雨水集水装置と雨水貯留管の下に補助配筋をすることで広い面積に耐えるコンクリートスラブが構築できる効果もある。 According to the first aspect of the present invention, the slab form 6 formed on the uppermost floor of the reinforced concrete structure, the heat insulating material 5 laid on the slab form 6, and the slab form 6 The rainwater collecting device 1 and the rainwater storage pipe 2 are laid, and the concrete 4 is placed, so that rainwater can be stored in the concrete slab, and it can withstand all disasters. It becomes. Moreover, the heat insulation effect of a top floor increases by providing a rainwater storage tank in the slab of the top floor. On the other hand, a disaster prevention structure is required, and the effect of increasing the completeness of a disaster-resistant structure is great. In addition, there is an effect that a concrete slab that can withstand a large area can be constructed by providing auxiliary reinforcement under the rainwater collecting device and the rainwater storage pipe.

請求項2に係る発明によれば、前記、鉄筋コンクリート構築物の最上階の鉄筋コンクリートスラブ3内に、雨水集水装置1と雨水貯留管2を敷設することで、屋上の雨水を集水する雨水集水装置から雨水貯留管へ雨水を自然流入させる効果と、鉄筋コンクリートスラブ内に雨水貯留管を埋設することで、雨水貯留管にVU管を使用しても強固な雨水貯留槽が得られるとともに、雨水の腐食を防止する効果もある。 According to the invention which concerns on Claim 2 , the rainwater collection which collects rainwater on a rooftop is carried out by laying the rainwater collection apparatus 1 and the rainwater storage pipe 2 in the reinforced concrete slab 3 of the top floor of the said reinforced concrete structure. The effect of allowing rainwater to naturally flow into the rainwater storage pipe from the device, and by embedding the rainwater storage pipe in the reinforced concrete slab, a strong rainwater storage tank can be obtained even if a VU pipe is used for the rainwater storage pipe . It also has the effect of preventing corrosion.

また、鉄筋コンクリートスラブ内に雨水貯留槽を設けることで、雨水貯留槽を設置する場所を確保する必要がないことは特に大きな効果である。また、屋上が自由に使える効果は大きい。 Moreover, it is a big effect that it is not necessary to secure the place which installs a rainwater storage tank by providing a rainwater storage tank in a reinforced concrete slab . In addition, the rooftop can be used freely.

さらに、鉄筋コンクリートスラブ内に雨水貯留管を配管敷設することで、雨水貯留管の素材の選択が容易になる効果と素材の強度厚が緩和される効果もコスト面から大きな効果である。 Furthermore, by installing a rainwater storage pipe in the reinforced concrete slab, the effect of facilitating selection of the material of the rainwater storage pipe and the effect of reducing the strength and thickness of the material are also significant effects from the cost aspect.

以下に、本発明の実施形態の添付図面を参照しつつ詳細に説明する。 Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

図1は本発明に係る鉄筋コンクリートスラブ内における雨水貯留構造の一実施形態を示す平面配置図である。図2は鉄筋コンクリートスラブ内における雨水貯留構造の設置状況を示した断面詳細図、図3は雨水集水装置部分の拡大横断面図。図4は雨水集水装置と雨水貯留管の接続状況を示した拡大縦断面図である。 FIG. 1 is a plan layout view showing an embodiment of a rainwater storage structure in a reinforced concrete slab according to the present invention. Fig. 2 is a detailed cross-sectional view showing the installation situation of the rainwater storage structure in the reinforced concrete slab, and Fig. 3 is an enlarged cross-sectional view of the rainwater collector. FIG. 4 is an enlarged longitudinal sectional view showing a connection state between the rainwater collecting device and the rainwater storage pipe .

本実施形態の図面について説明すれば、図1は鉄筋コンクリートスラブ3に、雨水集水ドレン7と清掃用点検蓋8を備えた雨水集水装置1に、接続管10を介して雨水貯留管2を鉄筋コンクリートスラブ3内に敷設した、雨水貯留構造の一実施形態を示す平面配置図である。他方、給水管11は敷設した雨水貯留管2の端部下に給水管11を設けている。 Referring to the drawings of this embodiment, FIG. 1 shows a storm water storage pipe 2 connected to a reinforced concrete slab 3, a storm water collecting apparatus 1 having a storm water collecting drain 7 and a cleaning inspection lid 8 via a connecting pipe 10. FIG. 2 is a plan layout view showing an embodiment of a rainwater storage structure laid in a reinforced concrete slab 3. On the other hand, the water supply pipe 11 is provided with a water supply pipe 11 below the end of the laid rainwater storage pipe 2.

図2は図1の雨水集水装置1部分の横断面図で、鉄筋コンクリート構築物の最上階のスラブ型枠6の上に断熱材5を敷き込み、雨水集水ドレン7をビス13で固定した雨水集水装置1と雨水貯留管2を敷設して配筋しコンクリート4を打設することで鉄筋コンクリートスラブ3内に雨水が貯留できる構造とした鉄筋コンクリートスラブ3の横断面図である。他方、配管敷設した雨水貯留管2の端部下に給水管11をスラブ型枠6下まで採りだしている。また、給水管11は敷設した雨水貯留管2から自由に何れの位置からでも、さらに、複数でも給水管11の採りだしは可能である。 FIG. 2 is a cross-sectional view of the rainwater collecting device 1 portion of FIG. 1. Rainwater in which a heat insulating material 5 is laid on a slab form 6 on the top floor of a reinforced concrete structure and a rainwater collecting drain 7 is fixed with screws 13. FIG. 3 is a cross-sectional view of a reinforced concrete slab 3 having a structure in which rainwater can be stored in a reinforced concrete slab 3 by laying and arranging a water collecting device 1 and a rainwater storage pipe 2 and placing concrete 4 therein . On the other hand, the water supply pipe 11 is taken up to the bottom of the slab form 6 under the end of the rainwater storage pipe 2 laid by piping. In addition, the water supply pipe 11 can be taken out from any position from the laid rainwater storage pipe 2 and a plurality of water supply pipes 11 can be taken out.

図3は前記図2の雨水集水ドレン7を取外し可能にビス13で固定した雨水集水装置1の部分の拡大横断面図である。また、雨水集水装置1内に仕切り板9を設けている。 FIG. 3 is an enlarged cross-sectional view of a portion of the rainwater collecting apparatus 1 in which the rainwater collecting drain 7 of FIG. In addition, a partition plate 9 is provided in the rainwater collecting apparatus 1.

図4は前記図2の、鉄筋コンクリート構築物の最上階のスラブ型枠6の上に断熱材5を敷き込み、雨水集水ドレン7・清掃用点検蓋8を備えた雨水集水装置1を接続管10で雨水貯留管2に接続して配筋し、コンクリート4を打設した接続部分を拡大した拡大縦断面図である。雨水集水装置1は雨水集水ドレン7と清掃用点検蓋8を取外し可能にビス13で固定した。さらに、雨水集水装置1内に仕切り板9を上下に設けている。 FIG. 4 shows a connecting pipe for connecting a rain water collecting device 1 having a rain water collecting drain 7 and a cleaning inspection lid 8 laid on a slab form 6 on the top floor of the reinforced concrete structure of FIG. FIG. 10 is an enlarged vertical cross-sectional view in which a connecting portion in which the concrete 4 is placed by connecting to the rainwater storage pipe 2 and arranging concrete 4 is enlarged. The rainwater collecting apparatus 1 was fixed with screws 13 so that the rainwater collecting drain 7 and the cleaning inspection lid 8 could be removed. Furthermore, the partition plate 9 is provided in the rain water collecting apparatus 1 up and down.

実施例その1、鉄筋コンクリート構造で、床面積が10平米程度の構築物を想定して、雨水貯留管2の使用可能な雨水12量を計算してみると、その鉄筋コンクリートスラブ3内に雨水貯留管2を150mmのVU管で敷設した場合のVU管の総延長は26mとなり0.46立米の貯水が可能となる。雨水12を0.46立米貯水できれば、上記した構築物が防災避難シェルターであったとしても、水中や猛火の中で十分な生活用水や雑用水に使用できる。特に、最上階の鉄筋コンクリートスラブ3高の落差を利用した給水ができることは電気インフラ停止時には大切である。さらに、渇水時やインフラの停止時の雨水12は命の水となる。他方、床面積が10平米程度の構築物の市場は巨大な市場で多目的な利用が期待される。 Example 1 Assuming a structure with a reinforced concrete structure and a floor area of about 10 square meters, when the amount of rainwater 12 that can be used for the rainwater storage pipe 2 is calculated, the rainwater storage pipe 2 in the reinforced concrete slab 3 is calculated. The total length of the VU pipe when it is laid with a 150mm VU pipe is 26m, and 0.46m2 of water can be stored. If the rainwater 12 can be stored for 0.46 m2 of rice, even if the above structure is a disaster prevention evacuation shelter, it can be used for water for daily life and miscellaneous water under water and fire. In particular, it is important to be able to supply water using the drop of the reinforced concrete slab 3 on the top floor when the electrical infrastructure is stopped. Furthermore, the rainwater 12 at the time of drought or when the infrastructure is stopped becomes the water of life. On the other hand, the construction market with a floor area of about 10 square meters is a huge market and is expected to be used for various purposes.

実施例その2、鉄筋コンクリート構造で、最上階の床面積が38平米程度の極小地に建つ住宅を想定して、雨水貯留管2の使用可能な雨水12量を計算してみると、そのコンクリートスラブ3内に雨水貯留管2を150mmのVU管で敷設した場合のVU管の総延長は120mとなり2.1立米の貯水が可能となる。このような小規模構築物で大量な雨水12が貯留できることは節水だけでなく、コンクリートスラブ3内に雨水貯留管2を備えた構築物が普及することにより、集中豪雨などの際の雨水流出抑制にも寄与できる。他方、雨水貯留管2の敷設で成る雨水貯留槽は最上階の断熱効果を高める。 Example 2 Assuming a house with a reinforced concrete structure and a floor area on the top floor of 38 square meters, the amount of rainwater 12 that can be used for the rainwater storage pipe 2 is calculated. When the rainwater storage pipe 2 is laid with a 150 mm VU pipe in 3, the total length of the VU pipe is 120 m, and 2.1 m2 of water can be stored. The fact that a large amount of rainwater 12 can be stored in such a small-scale structure not only saves water, but also spreads the structure with the rainwater storage pipe 2 in the concrete slab 3, thereby suppressing rainwater outflow in the case of concentrated heavy rain. Can contribute. On the other hand, the rainwater storage tank formed by laying the rainwater storage pipe 2 enhances the heat insulation effect on the top floor.

実施例その3、実施例1及び実施例2から推察できるように、学校等公共施設のような大規模の鉄筋コンクリート構造構築物は大量な雨水12が貯留できる。その雨水12利用は各階全面に雨水貯留管2を敷設することにより、雨水貯留管2の大量な雨水12が多目的に活用できる。他方、鉄筋コンクリートスラブ3内に雨水貯留管2を埋設することにより、消火栓等にも利用ができる災害に備えた雨水貯留管2となる。他方、雨水貯留管2の敷設で成る雨水貯留槽は最上階の断熱効果を高める。 As can be inferred from Example 3, Example 1 and Example 2, large-scale reinforced concrete structures such as public facilities such as schools can store a large amount of rainwater 12. The rainwater 12 is used by laying the rainwater storage pipe 2 on the entire surface of each floor, so that a large amount of the rainwater 12 in the rainwater storage pipe 2 can be used for multiple purposes. On the other hand, by burying the rainwater storage tube 2 in the reinforced concrete slab 3, it is rainwater storage tube 2 having a disaster can be utilized to fire hydrants or the like. On the other hand, the rainwater storage tank formed by laying the rainwater storage pipe 2 enhances the heat insulation effect on the top floor.

実施例その4、雨水集水ドレン7と清掃用点検蓋8を備えた雨水集水装置1に接続管10を介して、雨水12をコンクリートスラブ3内に配管敷設した雨水貯留管2に集水することで、海水表面の油の流入防止と海水の流入が防止できるとともに、屋上に溜まった砂や落葉が除去できる。また、雨水貯留管2を鉄筋コンクリートスラブ3内に敷設することにより災害に強い雨水貯留構造となる。さらに、清掃用点検口8から雨水貯留管2内の清掃は可能である。 Example 4 Collecting rainwater 12 into a rainwater storage pipe 2 laid in a concrete slab 3 through a connecting pipe 10 in a rainwater collecting apparatus 1 having a rainwater collecting drain 7 and a cleaning inspection lid 8. By doing so, it is possible to prevent the inflow of oil on the seawater surface and the inflow of seawater, and to remove sand and fallen leaves accumulated on the rooftop. Moreover, it becomes a rainwater storage structure strong against a disaster by laying the rainwater storage pipe 2 in the reinforced concrete slab 3. Further, the inside of the rainwater storage pipe 2 can be cleaned from the cleaning inspection port 8.

実施例その5、雨水12を飲料水としての活用するために、構造を鉄筋コンクリート造として、その屋上の鉄筋コンクリートスラブ3内に敷設した雨水貯留管2の下部から、自由に給水管11をスラブ型枠6下に採りだして、浄水器を取付けることで飲料水として雨水12が利用できる。 Example 5 In order to utilize rainwater 12 as drinking water, the structure is reinforced concrete, and the water supply pipe 11 is freely slab-shaped from the bottom of the rainwater storage pipe 2 laid in the reinforced concrete slab 3 on the roof. The rainwater 12 can be used as drinking water by taking it under 6 and attaching a water purifier.

実施例その6、雨水12を温水として活用するために、構造を鉄筋コンクリート造として、その屋上の鉄筋コンクリートスラブ3内に敷設した雨水貯留管2の下部から、自由に給水管11をスラブ型枠6下に採りだして、温水器を取付けて雨水貯留管2内を循環させることで温水利用が可能となる。 Example 6 In order to utilize rainwater 12 as warm water, the structure is reinforced concrete, and the water supply pipe 11 is freely placed under the slab form 6 from the lower part of the rainwater storage pipe 2 laid in the reinforced concrete slab 3 on the roof. The hot water can be used by attaching the water heater and circulating it in the rainwater storage pipe 2.

実施例その7、雨水12を防災水として活用するために、構造を鉄筋コンクリート造として、その屋上の鉄筋コンクリートスラブ3内に配管敷設した雨水貯留管2の下部から、自由に給水管11をスラブ型枠6下に採りだして、スプリンクラー的な散水ヘッドを取付けることにより消火設備となる。 Example 7 In order to use rainwater 12 as disaster prevention water, the structure is reinforced concrete, and the water supply pipe 11 is freely slab-molded from the lower part of the rainwater storage pipe 2 laid in the reinforced concrete slab 3 on the roof. Take out the bottom of 6 and install a sprinkler-like watering head to become a fire extinguishing equipment.

実施例その8、豪雪地域の構築物について、豪雪地域の構築物は積雪で太陽光発電が設置できないとか、除雪をしなければならないなどの問題があるが、構造を鉄筋コンクリート造として、その屋上の鉄筋コンクリートスラブ3内に敷設した雨水貯留管2の下部から、自由に給水管11をスラブ型枠6下に採りだして、温水器を取付けて雨水貯留管2内を循環させることで、除雪を必要としない屋上となり、屋上に太陽光発電パネルの設置が可能となる。太陽光発電パネルの積雪は雨水貯留管2内の温水を散水させることで解決ができる。 Example 8: About a structure in a heavy snow region, the structure in a heavy snow region has problems such as that it is not possible to install solar power generation due to snow, or that snow must be removed, but the structure is reinforced concrete and the roof reinforced concrete slab No need to remove snow by freely taking out the water supply pipe 11 under the slab form 6 from the lower part of the rainwater storage pipe 2 laid in 3 and attaching a water heater to circulate in the rainwater storage pipe 2 It becomes a rooftop, and it is possible to install a photovoltaic panel on the rooftop. The snow cover of the solar power generation panel can be solved by sprinkling hot water in the rainwater storage pipe 2.

以上、本発明の実施の形態及び実施例を説明したが、本発明の範囲はこれに限定するものではない。例えば雨水集水装置や雨水貯留管の形状・寸法・素材や敷設等は、状況に応じて適宜選択されるものである。 As mentioned above, although embodiment and the Example of this invention were described, the scope of the present invention is not limited to this. For example, the shape, dimensions, material, laying, and the like of the rainwater collecting device and the rainwater storage pipe are appropriately selected according to the situation.

東日本大震災で壊滅的な被害を受けた東北被災地、さらに、被害が予測される「南海トラフ」巨大地震・東京直下型地震・富士山の噴火・豪雪・豪雨災害等、全国市町村の構築物の防災化が問われている。これらの災害で発生するインフラの停止で生活に支障が起きる可能性は大きい。特に水洗トイレが普及している、今日、水の無い生活は不可能であるとともに異常気象による降水量不足による水不足が問題視されている。このような現状のなかで自然からの贈り物である雨水が大切にできる、防災の雨水貯留は防災住宅から全ての防災構築物に設置すべきであり、地球温暖化防止の観点から、集中豪雨などの際の雨水流出抑制等からも大切である。他方、防災とインフラの停止を考慮した、屋上スラブ高からの落差を利用した給水ができる防災雨水貯留の市場は、住宅から多種多様な構築物に至るまで無限の市場と可能性を秘めている。さらに、住宅を含めて全ての構築物を地震・津浪・台風・洪水・火災に耐える強固な構築物で日本全国市町村の防災化を推進すべきである。 Disaster prevention of disaster-stricken areas in the Tohoku region that were devastated by the Great East Japan Earthquake, and disaster-prevented structures such as the Nankai Trough earthquake, Tokyo earthquake, Mount Fuji eruption, heavy snowfall, heavy rain disaster, etc. Has been questioned. There is a high possibility that the interruption of infrastructure caused by these disasters will cause problems in daily life. In particular, flush toilets are prevalent. Today, life without water is impossible, and water shortage due to insufficient precipitation due to abnormal weather is regarded as a problem. Under these circumstances, rainwater, which is a gift from nature, can be valued. Disaster prevention rainwater storage should be installed from disaster prevention houses to all disaster prevention structures. From the viewpoint of preventing global warming, concentrated rainstorms, etc. It is also important from the rainwater outflow control. On the other hand, the disaster-prevention rainwater storage market that can supply water using the head from the height of the roof slab, considering disaster prevention and infrastructure stoppage, has an endless market and potential, ranging from homes to a wide variety of structures. In addition, all structures including houses should be promoted for disaster prevention in cities, towns and villages in Japan with strong structures that can withstand earthquakes, tsunamis, typhoons, floods, and fires.

図1は本発明に係る鉄筋コンクリートスラブ内における雨水貯留構造の一実施形態を示す平面配置図である。
図2は鉄筋コンクリートスラブ内における雨水貯留構造の設置状況を示した断面詳細図である。
図3は雨水集水装置部分の拡大横断面図である。
図4は雨水集水装置と雨水貯留管の接続状況を示した拡大縦断面図である。
FIG. 1 is a plan layout view showing an embodiment of a rainwater storage structure in a reinforced concrete slab according to the present invention.
FIG. 2 is a detailed cross-sectional view showing the installation state of the rainwater storage structure in the reinforced concrete slab .
FIG. 3 is an enlarged cross-sectional view of the rainwater collector part.
FIG. 4 is an enlarged longitudinal sectional view showing a connection state between the rainwater collecting device and the rainwater storage pipe .

1. 雨水集水装置
2. 雨水貯留管
3. 鉄筋コンクリートスラブ
4. コンクリート
5. 断熱材
6. スラブ型枠
7. 雨水集水ドレン
8. 清掃用点検蓋
9. 仕切り板
10. 接続管
11. 給水管
12. 雨水
13. ビス
1. Rain water collector
2. Rainwater storage pipe
3. Reinforced concrete slab
4. Concrete
5. Insulation
6. Slab formwork
7. Rainwater drainage drain
8. Cleaning inspection lid
9. Partition plate
10. Connection pipe
11. Water supply pipe
12. Rainwater
13. Screw

Claims (2)

鉄筋コンクリートスラブ内における雨水貯留構造であって、A rainwater storage structure in a reinforced concrete slab,
前記、鉄筋コンクリートスラブ内における雨水貯留構造は、鉄筋コンクリート構築物の最上階に型枠組されたスラブ型枠6と、前記スラブ型枠6の上に敷かれた断熱材5と、そして、スラブ型枠6の上に配筋し、雨水集水装置1と雨水貯留管2を敷設して、コンクリート4を打設することで形成される鉄筋コンクリートスラブ3とを備えた雨水貯留構造であって、コンクリートスラブ内に雨水が貯留できるようにしたことを特徴とする鉄筋コンクリートスラブ内における雨水貯留構造。The rainwater storage structure in the reinforced concrete slab includes a slab form 6 formed on the top floor of the reinforced concrete structure, a heat insulating material 5 laid on the slab form 6, and a slab form 6 A rainwater storage structure including a reinforced concrete slab 3 formed by placing a rainwater collecting device 1 and a rainwater storage pipe 2 and placing concrete 4 thereon, and arranged in the concrete slab. A rainwater storage structure in a reinforced concrete slab characterized by being able to store rainwater.
前記、鉄筋コンクリート構築物の最上階の鉄筋コンクリートスラブ3内に、雨水集水装置1と雨水貯留管2を敷設することで、屋上の雨水を集水する雨水集水装置1から雨水貯留管2へ雨水を自然流入させることを特徴とする請求項1に記載の鉄筋コンクリートスラブ内における雨水貯留構造。The rainwater collecting device 1 and the rainwater storage pipe 2 are laid in the reinforced concrete slab 3 on the top floor of the reinforced concrete structure, so that rainwater is collected from the rainwater collecting device 1 for collecting rainwater on the roof to the rainwater storage pipe 2. The rainwater storage structure in the reinforced concrete slab according to claim 1, wherein the rainwater storage structure according to claim 1 is made to flow naturally.
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