JP7019157B1 - A concrete rainwater tank that is fixed to the wall of the structure. - Google Patents

A concrete rainwater tank that is fixed to the wall of the structure. Download PDF

Info

Publication number
JP7019157B1
JP7019157B1 JP2021145119A JP2021145119A JP7019157B1 JP 7019157 B1 JP7019157 B1 JP 7019157B1 JP 2021145119 A JP2021145119 A JP 2021145119A JP 2021145119 A JP2021145119 A JP 2021145119A JP 7019157 B1 JP7019157 B1 JP 7019157B1
Authority
JP
Japan
Prior art keywords
rainwater tank
wall
concrete
floor
rainwater
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2021145119A
Other languages
Japanese (ja)
Other versions
JP2023038423A (en
Inventor
美藤雅康
美藤町子
北村知世
横畑直世
Original Assignee
美藤 雅康
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 美藤 雅康 filed Critical 美藤 雅康
Priority to JP2021145119A priority Critical patent/JP7019157B1/en
Application granted granted Critical
Publication of JP7019157B1 publication Critical patent/JP7019157B1/en
Publication of JP2023038423A publication Critical patent/JP2023038423A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

Landscapes

  • Sewage (AREA)

Abstract

【課題】雨水タンクが安価且つ容易に造れる、壁に固定するコンクリートの雨水タンクを提供する。【解決手段】仮設の架台の上で、2枚の床盤成型板材と床盤用板セパで、梯子状の床盤成型部材をなし、床盤成型板材を用いて交互に連結固定して成る床盤型枠を、構築物の壁に固定して成る雨水タンク下部の床盤型枠に、給水管と排水管10を取付けて、前記雨水貯水タンク下部の床盤型枠の上に、蟻溝を設けて両小端面に複数のダボ穴を設けた壁の成型板材を並置して、壁用板セパで梯子状に組固定して成る梯子状の壁成型部材を、構築物の壁にビスで組積固定して成る雨水タンクの壁型枠の側面に雨水導入管を取付けて、梯子状の床盤成型部材と前記床盤成型板材で成るコンクリートの打設開口部を設けた雨水タンク上の床盤型枠に、点検マンホール17を設けてコンクリートを打設して凝固養生後に、前記仮設の架台を解体してコンクリートの雨水タンクとすることができる。【選択図】図1PROBLEM TO BE SOLVED: To provide a concrete rainwater tank fixed to a wall, in which a rainwater tank can be manufactured inexpensively and easily. SOLUTION: On a temporary pedestal, two floorboard molding plate materials and a floorboard plate separator form a ladder-shaped floorboard molding member, and the floorboard molding plate material is alternately connected and fixed. A water supply pipe and a drain pipe 10 are attached to the floor frame at the bottom of the rainwater tank, which is formed by fixing the floor frame to the wall of the structure, and a dovetail groove is placed on the floor frame at the bottom of the rainwater storage tank. A ladder-shaped wall molding member, which is made by arranging wall molding plates with multiple dowel holes on both small end faces side by side and fixing them in a ladder shape with a wall plate separator, is attached to the wall of the structure with screws. On a rainwater tank provided with a ladder-shaped floor molding member and a concrete casting opening made of the floor molding plate material by attaching a rainwater introduction pipe to the side surface of the wall frame of the rainwater tank that is fixed in a stack. An inspection manhole 17 may be provided in the floor frame, and concrete may be placed and cured, and then the temporary pedestal may be disassembled into a concrete rainwater tank. [Selection diagram] Fig. 1

Description

本発明は、構築物の壁に固定するコンクリートの雨水タンクに関する。 The present invention relates to a concrete rainwater tank fixed to the wall of a structure.

住宅に設置する雨水タンクは、竪樋から雨水を採り入れる樹脂で成型した貯水容量の少ない、雨水タンクで地盤面の架台上に設置固定されている。他方、狭い敷地に雨水タンクを設置することで通路の機能を損なう設置が大半である。 The rainwater tank installed in a house is a rainwater tank with a small water storage capacity, which is molded from a resin that takes in rainwater from a gutter, and is installed and fixed on a pedestal on the ground surface. On the other hand, most of the installations impair the function of the passage by installing rainwater tanks on a small site.

地盤面に設置する貯水容量の少ない雨水タンクは、水圧も小さいために使用範囲が限定されているのが現状である。 At present, the range of use of rainwater tanks with a small water storage capacity installed on the ground surface is limited due to the low water pressure.

特許第6688960号Patent No. 6688960

なしnone

住宅に設置する雨水タンクには次の課題があった。
〇樹脂で成型した雨水タンクは凍結する地域が多くある課題。
〇狭い敷地に雨水タンクを設置することで通路の機能を損なう課題。
〇狭い敷地に大容量の雨水タンクを設置することが困難である課題。
〇地盤面に設置する貯水容量の少ない雨水タンクは、水圧が小さいため使用範囲が限定される課題。
The rainwater tank installed in the house had the following problems.
〇 The problem with rainwater tanks molded from resin is that there are many areas where they freeze.
〇 The problem of impairing the function of the passage by installing a rainwater tank on a small site.
〇 It is difficult to install a large-capacity rainwater tank on a small site.
〇 The rainwater tank with a small water storage capacity installed on the ground surface has a problem that the range of use is limited because the water pressure is small.

災害が多発する我が国に於いて水の蓄えは特に大切である。他方、洪水の抑制活用や雨水の有効活用、さらに、インフラ停止時でも水が使える備えとして、全ての住宅に大容量の雨水タンクが安価に設置できる新しい貯水タンクが求められている。 Water storage is especially important in Japan, where many disasters occur. On the other hand, there is a demand for new water storage tanks that can inexpensively install large-capacity rainwater tanks in all houses in order to control floods, make effective use of rainwater, and prepare for the use of water even when infrastructure is stopped.

本発明は、上記の課題に鑑みて、雨水タンクの低価格化と全ての住宅に大容量の雨水タンクを備えることで、インフラ停止時でも大量に水が使える構築物の壁に固定するコンクリートの雨水タンクを提供するものである。 In view of the above problems, the present invention provides concrete rainwater to be fixed to the wall of a structure where a large amount of water can be used even when the infrastructure is stopped by lowering the price of the rainwater tank and providing a large-capacity rainwater tank in all the houses. It provides a tank.

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、構築物の壁に固定するコンクリートの雨水タンクであって、構築物に沿って仮設の架台を成した架台の上で、板材の板面中央に蟻溝を設けて、両小端面中央に凹溝を設けた床盤成型板材を、間隔を開けて2枚を並置して、床盤成型板材の蟻溝に、両端に蟻ホゾ加工した複数の床盤用板セパを均等間隔に差し込んで、梯子状に組固定して成る梯子状の床盤成型部材を、板材の板面中央に蟻溝を設けて、両小端面中央に凸加工をした床盤連結板材を用いて、交互に連結固定して成る床盤型枠を、構築物の壁にビスで固定して成る雨水タンク下部の床盤型枠に排水管を取付けて、前記雨水タンク下部の床盤型枠の上に、板材の板面中央に蟻溝を設けて、両小端面中央に複数のダボ穴を設けた壁の成型板材を、間隔を開けて2枚を並置して、壁の成型板材の蟻溝に両端に蟻ホゾ加工した複数の壁用板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁成型部材で、雨水タンクの枠組みをした梯子状の壁型枠枠を構築物の壁にビスで固定して、ダボ木を用いて複数段組積固定して成る雨水タンクの型枠躯体、該雨水タンクの型枠躯体に雨水導入管と給水管を取付けて成る、前記雨水タンクの型枠躯体の上に、前記梯子状の床盤成型部材の下部を、前記床盤連結板材で交互に連結固定して成る、コンクリートの打設開口部を設けた雨水タンク上の床盤型枠に、点検マンホールを設けて、前記コンクリートの打設開口部からコンクリートを打設して、コンクリートの凝固養生後に、前記仮設の架台を解体してコンクリートの雨水タンクとすることを特徴とする構築物の壁に固定するコンクリートの雨水タンク(請求項1)を提供する。 The present invention has been made to solve the above-mentioned problems, and is a concrete rainwater tank fixed to the wall of a structure, and a plate surface of a plate material is placed on a pedestal having a temporary pedestal along the structure. A floorboard molded plate material having a dovetail groove in the center and a concave groove in the center of both small end faces was placed side by side at intervals, and the dovetail groove of the floorboard molded plate material was dovetailed at both ends. A ladder-shaped floor board molding member made by inserting multiple floor board separators at equal intervals and assembling and fixing them in a ladder shape is provided with a dovetail groove in the center of the board surface of the board material, and convex processing is performed in the center of both small end faces. A drainage pipe is attached to the floor frame at the bottom of the rainwater tank, which is made by alternately connecting and fixing the floor frame, which is connected and fixed to the wall of the structure with screws. On the floor frame at the bottom of the tank, a dovetail groove is provided in the center of the plate surface of the plate material, and two molded plate materials on the wall with multiple dowel holes in the center of both small end surfaces are placed side by side at intervals. The rainwater tank was framed with a ladder-shaped wall molding member made by inserting multiple wall plate separators with dovetail processing on both ends into the dovetail groove of the wall molding plate material at equal intervals and fixing them in a ladder shape. A rainwater tank frame skeleton made by fixing a ladder-shaped wall frame frame to the wall of a structure with screws and fixing it in multiple stages using dowel wood, and a rainwater introduction pipe on the rainwater tank frame skeleton. A concrete casting opening formed by alternately connecting and fixing the lower part of the ladder-shaped floor board molding member on the frame frame of the rainwater tank to which a water supply pipe is attached by the floor board connecting plate material. An inspection manhole is provided in the floor frame on the rainwater tank provided with the above, concrete is poured from the concrete casting opening, and after solidification and curing of the concrete, the temporary pedestal is disassembled to form the concrete. Provided is a concrete rainwater tank (claim 1) to be fixed to a wall of a structure characterized by being a rainwater tank.

請求項1記載のコンクリートの雨水タンクを、雨水タンク上下の床盤型枠と壁型枠で包むことで、該雨水タンク上下の床盤型枠と雨水タンクの壁型枠が、雨水タンク躯体内外の断熱材となり、寒冷地にも適応できるコンクリートの雨水タンクとなることを特徴とする構築物の壁に固定するコンクリートの雨水タンク(請求項2)を提供する。 By wrapping the concrete rainwater tank according to claim 1 with the floor frame and the wall form above and below the rainwater tank, the floor form above and below the rainwater tank and the wall form of the rainwater tank can be formed inside and outside the rainwater tank. Provided is a concrete rainwater tank (claim 2) fixed to the wall of a structure, which serves as a heat insulating material and is a concrete rainwater tank that can be adapted to cold regions.

請求項1記載のコンクリートの雨水タンクを構築物の壁に固定することで、雨水タンクの架台や設置場所が不要になることを特徴とする、請求項1又は2に記載の構築物の壁に固定するコンクリートの雨水タンク(請求項3)を提供する。 The concrete rainwater tank according to claim 1 is fixed to the wall of the structure according to claim 1 or 2, characterized in that the pedestal or installation place of the rainwater tank becomes unnecessary by fixing the rainwater tank to the wall of the structure. A concrete rainwater tank (claim 3) is provided.

請求項1記載のコンクリート貯水タンクの構築物から、吐出している3面に手摺又は落下防止柵を設けることで、コンクリート貯水タンク上がバルコニー又はフラワーボックスとして利用できることを特徴とする、請求項1~3のいずれか1項に記載の構築物の壁に固定するコンクリートの雨水タンク(請求項4)を提供する。 The concrete water storage tank structure according to claim 1 is characterized in that the concrete water storage tank can be used as a balcony or a flower box by providing a handrail or a fall prevention fence on the three discharging surfaces. Provided is a concrete rainwater tank (claim 4) to be fixed to the wall of the structure according to any one of 3.

本発明の特筆すべき大きな効果を列挙する。
イ)雨水タンクの架台が不要であるとともに設置場所を必要としない効果。
ロ)形状や寸法が自由設計によって容易に雨水タンクが造れる効果。
ハ)鉄筋を必要としないコンクリートの雨水タンクが造れる効果。
二)暖寒冷地対応可能なコンクリートの雨水タンクが造れる効果。
ホ)インフラ停止時に大量の水が使える雨水タンクが容易に造れる効果。
へ)既存の木造住宅でも迅速且つ安価に雨水タンクが容易に造れる効果。
ト)地震・浸水災害時に転倒して使用できなくなることがない効果。
チ)自然環境に優しいコンクリートの雨水タンクが容易に造れる効果。
リ)全国の住宅や構築物に、コンクリートの雨水タンクを設置することで、豪雨災害や水不足が解消できる多大な効果と集中豪雨に備えた貯水池の役割効果。
The significant effects of the present invention are listed.
B) The effect of not requiring a pedestal for the rainwater tank and requiring an installation location.
B) The effect of easily creating a rainwater tank by freely designing the shape and dimensions.
C) The effect of creating a concrete rainwater tank that does not require reinforcing bars.
2) The effect of creating a concrete rainwater tank that can be used in warm and cold regions.
E) The effect of easily building a rainwater tank that can use a large amount of water when the infrastructure is stopped.
F) The effect of easily building a rainwater tank quickly and inexpensively even in an existing wooden house.
G) The effect of not falling and becoming unusable in the event of an earthquake or flood disaster.
H) The effect of easily building a concrete rainwater tank that is friendly to the natural environment.
I) By installing concrete rainwater tanks in houses and structures nationwide, it has a great effect of eliminating heavy rain disasters and water shortages, and the role of a reservoir in preparation for torrential rain.

以上で説明したように、請求項1に係る発明によれば、構築物の壁に固定するコンクリートの雨水タンクであって、構築物に沿って仮設の架台を成した架台の上で、板材の板面中央に蟻溝を設けて、両小端面中央に凹溝を設けた床盤成型板材を、間隔を開けて2枚を並置して、床盤成型板材の蟻溝に、両端に蟻ホゾ加工した複数の床盤用板セパを均等間隔に差し込んで、梯子状に組固定して成る梯子状の床盤成型部材を、板材の板面中央に蟻溝を設けて、両小端面中央に凸加工をした床盤連結板材を用いて、交互に連結固定して成る床盤型枠を、構築物の壁にビスで固定して成る雨水タンク下部の床盤型枠に排水管を取付けて、前記雨水タンク下部の床盤型枠の上に、板材の板面中央に蟻溝を設けて、両小端面中央に複数のダボ穴を設けた壁の成型板材を、間隔を開けて2枚を並置して、壁の成型板材の蟻溝に両端に蟻ホゾ加工した複数の壁用板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁成型部材で、雨水タンクの枠組みをした梯子状の壁型枠枠を構築物の壁にビスで固定して、ダボ木を用いて複数段組積固定して成る雨水タンクの型枠躯体、該雨水タンクの型枠躯体に雨水導入管と給水管を取付けて成る、前記雨水タンクの型枠躯体の上に、前記梯子状の床盤成型部材の下部を、前記床盤連結板材で交互に連結固定して成る、コンクリートの打設開口部を設けた雨水タンク上の床盤型枠に、点検マンホールを設けて、前記コンクリートの打設開口部からコンクリートを打設して、コンクリートの凝固養生後に、前記仮設の架台を解体してコンクリートの雨水タンクとすることで、低価格な雨水タンクが迅速に造れる大きな効果が得られる。さらに、国産木材の大量消費が可能になり疲弊する山村林業を活性化できる大きな効果が得られる。 As described above, according to the invention according to claim 1, it is a concrete rainwater tank fixed to the wall of a structure, and a plate surface of a plate material is placed on a pedestal having a temporary pedestal along the structure. A floorboard molded plate material having a dovetail groove in the center and a concave groove in the center of both small end faces was placed side by side at intervals, and the dovetail groove of the floorboard molded plate material was dovetailed at both ends. A ladder-shaped floor board molding member made by inserting multiple floor board separators at equal intervals and assembling and fixing them in a ladder shape is provided with a dovetail groove in the center of the board surface of the board material, and convex processing is performed in the center of both small end faces. A drainage pipe is attached to the floor frame at the bottom of the rainwater tank, which is made by alternately connecting and fixing the floor frame, which is connected and fixed to the wall of the structure with screws. On the floor frame at the bottom of the tank, a dovetail groove is provided in the center of the plate surface of the plate material, and two molded plate materials on the wall with multiple dowel holes in the center of both small end surfaces are placed side by side at intervals. The rainwater tank was framed with a ladder-shaped wall molding member made by inserting multiple wall plate separators with dovetail processing on both ends into the dovetail groove of the wall molding plate material at equal intervals and fixing them in a ladder shape. A rainwater tank frame skeleton made by fixing a ladder-shaped wall frame frame to the wall of a structure with screws and fixing it in multiple stages using dowel wood, and a rainwater introduction pipe on the rainwater tank frame skeleton. A concrete casting opening formed by alternately connecting and fixing the lower part of the ladder-shaped floor board molding member on the frame frame of the rainwater tank to which a water supply pipe is attached by the floor board connecting plate material. An inspection manhole is provided in the floor frame on the rainwater tank provided with the above, concrete is poured from the concrete casting opening, and after solidification and curing of the concrete, the temporary pedestal is disassembled to form the concrete. By using a rainwater tank, a great effect can be obtained in which a low-priced rainwater tank can be quickly constructed. In addition, a large amount of domestic timber can be consumed, which has a great effect of revitalizing the exhausted mountain village forestry.

請求項2に係る発明によれば、請求項1記載のコンクリートの雨水タンクを、雨水タンク上下の床盤型枠と壁型枠で包むことで、該雨水タンク上下の床盤型枠と雨水タンクの壁型枠が、雨水タンク躯体内外の断熱材となり、寒冷地にも適応できるコンクリートの雨水タンクとなる効果は多大である。 According to the invention of claim 2, by wrapping the concrete rainwater tank according to claim 1 with the floor formwork and the wall formwork above and below the rainwater tank, the floor formwork and the rainwater tank above and below the rainwater tank are wrapped. The wall formwork serves as a heat insulating material inside and outside the rainwater tank, and has a great effect as a concrete rainwater tank that can be adapted to cold regions.

請求項3に係る発明によれば、請求項1記載のコンクリートの雨水タンクを構築物の壁に固定することで、大容量の雨水タンクが狭い通路や路地の通行を、妨げることなく容易に構築できる効果は大きい。他方、壁に固定するコンクリートの雨水タンクを、全ての住宅や構築物に取付ければ水不足は解消できる効果は多大である。 According to the invention of claim 3, by fixing the concrete rainwater tank according to claim 1 to the wall of the structure, a large-capacity rainwater tank can be easily constructed without obstructing the passage of narrow passages and alleys. The effect is great. On the other hand, if a concrete rainwater tank fixed to the wall is attached to all houses and structures, the water shortage can be solved with great effect.

請求項4に係る発明によれば、請求項1記載のコンクリート雨水タンクの構築物から、吐出している3面に手摺又は落下防止柵を設けることで、コンクリート貯水タンク上がバルコニー又はフラワーボックスとして利用できるなどによって、全国の新旧の住宅に大容量の雨水タンクの設置が推進できる効果は多大である。 According to the invention of claim 4, the concrete water storage tank can be used as a balcony or a flower box by providing a handrail or a fall prevention fence on the three discharging surfaces from the concrete rainwater tank structure according to claim 1. The effect of promoting the installation of large-capacity rainwater tanks in old and new houses nationwide is enormous.

以下に、本発明の実施形態は添付図面を参照しつつ詳細に説明する。図1は、本発明に係る壁に固定するコンクリートの雨水タンクの断面詳細図。図2は、図1に示したB部の横断面詳細図。図3は、雨水タンクをバルコニーに活用した場合の断面詳細図。図4は、図3に示したC部の横断面詳細図。図5は、雨水タンクをバルコニーに活用した場合の断面図。図6は、雨水タンクをバルコニーに活用した場合の外観図。図7は、雨水タンクをフラワーボックスに活用した場合の断面図。図8は、雨水タンクをフラワーボックスに活用した場合の外観図。図9は、床盤型枠の断面拡大図。図10は、雨水タンクの床盤型枠の断面拡大図。図11は、格子状の壁成型部材の断面拡大図。図12は、格子状の壁成型部材の拡大鳥瞰図。図13は、格子状の床盤成型部材の拡大鳥瞰図。図14は、床盤連結部材の拡大鳥瞰図。図15は、壁用板セパの拡大鳥瞰図。図16は、床盤用板セパの拡大鳥瞰図。図17は、図1・図3に示したA部の拡大断面図。図18は、雨水タンクの壁躯体の断面拡大図である。 Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 is a detailed cross-sectional view of a concrete rainwater tank fixed to a wall according to the present invention. FIG. 2 is a detailed cross-sectional view of the portion B shown in FIG. FIG. 3 is a detailed cross-sectional view when the rainwater tank is used for the balcony. FIG. 4 is a detailed cross-sectional view of the portion C shown in FIG. Figure 5 is a cross-sectional view of a rainwater tank used for a balcony. Figure 6 is an external view of the rainwater tank used for the balcony. Figure 7 is a cross-sectional view of a rainwater tank used as a flower box. Figure 8 is an external view of the rainwater tank used as a flower box. Figure 9 is an enlarged cross-sectional view of the floor formwork. Figure 10 is an enlarged cross-sectional view of the floor formwork of the rainwater tank. FIG. 11 is an enlarged cross-sectional view of the grid-shaped wall molding member. Figure 12 is an enlarged bird's-eye view of the grid-shaped wall molding member. FIG. 13 is an enlarged bird's-eye view of the grid-shaped floor board molding member. Figure 14 is an enlarged bird's-eye view of the floor connecting member. Figure 15 is an enlarged bird's-eye view of the wall board sepa. Figure 16 is an enlarged bird's-eye view of the floor board sepa. FIG. 17 is an enlarged cross-sectional view of part A shown in FIGS. 1 and 3. FIG. 18 is an enlarged cross-sectional view of the wall frame of the rainwater tank.

本発明の実施形態を図面で説明すれば、図1は、構築物の壁に固定するコンクリートの雨水タンクであって、構築物に沿って仮設の架台15を成した架台の上で、板材1の板面中央に蟻溝2を設けて、両小端面中央に凹溝3を設けた床盤成型板材4を、間隔を開けて2枚を並置して、床盤成型板材4の蟻溝2に、両端に蟻ホゾ加工した複数の床盤用板セパ5を均等間隔に差し込んで、梯子状に組固定して成る梯子状の床盤成型部材6を、板材1の板面中央に蟻溝2を設けて、両小端面中央に凸加工をした床盤連結板材7を用いて、交互に連結固定して成る床盤型枠Aを、構築物の壁20にビス14で固定して成る雨水タンク下部の床盤型枠Bに排水管10を取付けて、前記雨水タンク下部の床盤型枠Bの上に、板材1の板面中央に蟻溝2を設けて、両小端面中央に複数のダボ穴11を設けた壁の成型板材12を、間隔を開けて2枚を並置して、壁の成型板材12の蟻溝2に両端に蟻ホゾ加工した複数の壁用板セパ13を均等間隔に差し込み、梯子状に組固定して成る梯子状の壁成型部材28で、雨水タンクの枠組みをした梯子状の壁型枠枠Fを構築物の壁20にビス14で固定して、ダボ木29を用いて複数段組積固定して成る雨水タンクの型枠躯体G、該雨水タンクの型枠躯体Gに雨水導入管16と給水管9を取付けて成る、前記雨水タンクの型枠躯体Gの上に、前記梯子状の床盤成型部材6の下部を、前記床盤連結板材7で交互に連結固定して成る、コンクリートの打設開口部を設けた雨水タンク上の床盤型枠Hに、点検マンホール17を設けて、前記コンクリートの打設開口部からコンクリート18を打設して、コンクリート18の凝固養生後に、前記仮設の架台15を解体してコンクリートの雨水タンクDを成す、本発明に係る壁に固定するコンクリートの雨水タンクの断面詳細図である。 Explaining an embodiment of the present invention with drawings, FIG. 1 is a concrete rainwater tank fixed to a wall of a structure, and is a plate of a plate material 1 on a pedestal having a temporary pedestal 15 along the structure. A floorboard molded plate material 4 having a dovetail groove 2 provided in the center of the surface and a concave groove 3 provided in the center of both small end surfaces is arranged side by side at intervals, and the dovetail groove 2 of the floorboard molded plate material 4 is provided. A ladder-shaped floor board molding member 6 formed by inserting a plurality of floor board separators 5 having dovetail processing on both ends at equal intervals and assembling and fixing them in a ladder shape, and a dovetail groove 2 in the center of the plate surface of the plate material 1. The lower part of the rainwater tank is provided and fixed to the wall 20 of the structure with screws 14 to form the floor frame A, which is alternately connected and fixed by using the floor connecting plate material 7 which is convexly processed in the center of both small end faces. A drain pipe 10 is attached to the floor frame B of the above, a dovetail groove 2 is provided in the center of the plate surface of the plate material 1 on the floor frame B at the bottom of the rainwater tank, and a plurality of dowels are provided in the center of both small end surfaces. Two wall molded plate materials 12 having holes 11 are arranged side by side at intervals, and a plurality of wall plate separators 13 having dovetail processing on both ends are evenly spaced in the dovetail grooves 2 of the wall molded plate material 12. With a ladder-shaped wall molding member 28 that is inserted and fixed in a ladder shape, a ladder-shaped wall frame frame F that is the frame of a rainwater tank is fixed to the wall 20 of the structure with screws 14, and the dowel tree 29 is fixed. Above the frame skeleton G of the rainwater tank, which is formed by attaching the rainwater introduction pipe 16 and the water supply pipe 9 to the frame skeleton G of the rainwater tank, which is fixed by using a multi-stage structure. In the floor frame H on the rainwater tank provided with a concrete casting opening, the lower part of the ladder-shaped floor molding member 6 is alternately connected and fixed by the floor connecting plate material 7. In the present invention, an inspection manhole 17 is provided, concrete 18 is cast from the concrete casting opening, and after solidification and curing of the concrete 18, the temporary pedestal 15 is disassembled to form a concrete rainwater tank D. It is sectional drawing of the concrete rainwater tank fixed to the said wall.

図2は、図1に示したB部の横断面詳細図である。 FIG. 2 is a detailed cross-sectional view of the portion B shown in FIG.

図3は、雨水タンクをバルコニーに活用した場合の断面詳細図である。 FIG. 3 is a detailed cross-sectional view when the rainwater tank is used for the balcony.

図4は、図3に示したC部の横断面詳細図である。 FIG. 4 is a detailed cross-sectional view of the portion C shown in FIG.

図5は、雨水タンクをバルコニーに活用した場合の断面図である。 FIG. 5 is a cross-sectional view when the rainwater tank is used for the balcony.

図6は、雨水タンクをバルコニーに活用した場合の外観図である。 FIG. 6 is an external view when the rainwater tank is used for the balcony.

図7は、雨水タンクをフラワーボックスに活用した場合の断面図である。 FIG. 7 is a cross-sectional view when the rainwater tank is used as a flower box.

図8は、雨水タンクをフラワーボックスに活用した場合の外観図である。 FIG. 8 is an external view when the rainwater tank is used as a flower box.

図9は、床盤型枠の断面拡大図である。 FIG. 9 is an enlarged cross-sectional view of the floor formwork.

図10は、雨水タンクの床盤型枠の断面拡大図である。 FIG. 10 is an enlarged cross-sectional view of the floor formwork of the rainwater tank.

図11は、格子状の壁成型部材の断面拡大図である。 FIG. 11 is an enlarged cross-sectional view of the grid-shaped wall molding member.

図12は、格子状の壁成型部材の拡大鳥瞰図である。 FIG. 12 is an enlarged bird's-eye view of the grid-shaped wall molding member.

図13は、格子状の床盤成型部材の拡大鳥瞰図である。 FIG. 13 is an enlarged bird's-eye view of the grid-shaped floor board molding member.

図14は、床盤連結部材の拡大鳥瞰図である。 FIG. 14 is an enlarged bird's-eye view of the floor connecting member.

図15は、壁用板セパの拡大鳥瞰図である。 FIG. 15 is an enlarged bird's-eye view of the wall board sepa.

図16は、床盤用板セパの拡大鳥瞰図である。 FIG. 16 is an enlarged bird's-eye view of the floor board sepa.

図17は、図1・図3に示したA部の拡大断面図である。 FIG. 17 is an enlarged cross-sectional view of part A shown in FIGS. 1 and 3.

図18は、雨水タンクの壁躯体の断面拡大図である。 FIG. 18 is an enlarged cross-sectional view of the wall frame of the rainwater tank.

以上、図面について説明したが、本発明は、従来の樹脂やステンレス鋼板などで造る、地上へ設置する雨水タンクの欠点が改善できるとともに、高度な技能も必要としない大容量の雨水タンクが迅速且つ安価に構築できる。他方、全国の住宅や全ての構築物に、インフラ停止時でも水が使える大容量のコンクリートの雨水タンクを提供するものである。 Although the drawings have been described above, the present invention can improve the drawbacks of the rainwater tank installed on the ground, which is made of conventional resin or stainless steel plate, and can quickly and quickly provide a large-capacity rainwater tank that does not require advanced skills. It can be built inexpensively. On the other hand, it will provide large-capacity concrete rainwater tanks that can use water even when the infrastructure is down, for houses and all structures nationwide.

また、本発明で使用する板材やセパ材は我が国の木材を使用することから、全国市町村の疲弊する山村林業の活性化に貢献ができる。
梯子状の壁用成型部材の凡例(1)
In addition, since the board and sepa materials used in the present invention are made from Japanese wood, it can contribute to the revitalization of the exhausted mountain village forestry of municipalities nationwide.
Legend of ladder-shaped wall molding members (1)

板材30mm×120mm×3,000mmの板面中央に蟻溝を設けて、両小端面中央に凹溝を設けた床盤成型板材を、間隔を開けて2枚を並置して、床盤成型板材の蟻溝に、両端に蟻ホゾ加工した複数の床盤用板セパ30mm×120mm×60mmを均等間隔に差し込んで、梯子状に組固定して成る梯子状の床盤成型部材。 A floor board molded board with a dovetail groove in the center of the board surface of 30 mm x 120 mm x 3,000 mm and a concave groove in the center of both small end faces, and two sheets placed side by side at intervals to form a floor board molded board. A ladder-shaped floor board molding member made by inserting multiple floorboard separators 30 mm x 120 mm x 60 mm with dovetail mortise processing on both ends into the dovetail groove at equal intervals and fixing them in a ladder shape.

床盤連結板材の凡例Legend of floor connecting board

板面中央に蟻溝を設け、両側面に凸加工をした図16に示す30mm×120mm×3,000mmの床盤連結板材。
梯子状の壁用成型部材の凡例(2)
A floor board connecting plate material of 30 mm × 120 mm × 3,000 mm shown in FIG. 16 having a dovetail groove in the center of the plate surface and convex processing on both sides.
Legend of ladder-shaped wall molding member (2)

板材30mm×120mm×3,000mmの板面中央に蟻溝を設けて、両小端面中央に複数のダボ穴を設けた壁の成型板材を、間隔を開けて2枚を並置して、壁の成型板材の蟻溝に両端に蟻ホゾ加工した複数の壁用板セパ図15に示す30mm×60mm×60mmを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁成型部材。 Molding of a wall with a dowel groove in the center of the plate surface of 30 mm x 120 mm x 3,000 mm and multiple dowel holes in the center of both small end surfaces. A ladder-shaped wall molding member made by inserting 30 mm x 60 mm x 60 mm shown in Fig. 15 at equal intervals and fixing them in a ladder shape.

「壁に固定するコンクリートの雨水タンクの実施例」
壁に固定するコンクリートの雨水タンクであって、構築物に沿って仮設の架台15を成した架台の上で、梯子状の壁用成型部材6と床盤連結板材7を用いて、交互に連結して、雨水タンク下部の床盤型枠Bを成して排水管を取付ける、該雨水タンク下部の床盤型枠Bを構築物の壁20にビス14で固定して、前記雨水タンク下部の床盤型枠Bの上に、梯子状の壁用成型部材28をダボ木29で組積して、雨水タンクの壁型枠躯体Eを成す過程において、1段毎に構築物の壁20にビス14で固定して、雨水導入管と給水管9を取付けて成る雨水タンクの壁型枠躯体E、該壁型枠躯体Eの上に、前記梯子状の床盤成型部材6の下部を、前記床盤連結板材7で交互に連結固定して成る、コンクリートの打設開口部を設けた雨水タンク上の床盤型枠Aに、点検マンホール17を設けて、前記コンクリートの打設開口部からコンクリート18を打設して、コンクリート18の凝固養生後に、前記仮設の架台15を解体して、コンクリートの雨水タンクDを成す、本発明に係る壁に固定するコンクリートの雨水タンク。
他方、図1に示したコンクリートの雨水タンクDの上は、フラワーボックスとしての利用が可能である。
"Example of concrete rainwater tank fixed to wall"
It is a concrete rainwater tank to be fixed to the wall, and is alternately connected by using a ladder-shaped wall molding member 6 and a floor connecting plate material 7 on a pedestal having a temporary pedestal 15 along the structure. Then, the floor frame B at the bottom of the rainwater tank is formed and the drain pipe is attached. The floor frame B at the bottom of the rainwater tank is fixed to the wall 20 of the structure with screws 14, and the floor at the bottom of the rainwater tank is fixed. In the process of stacking the ladder-shaped wall molding member 28 on the form B with the dowel wood 29 to form the wall form frame E of the rainwater tank, the screw 14 is attached to the wall 20 of the structure for each step. On the wall frame skeleton E of the rainwater tank to which the rainwater introduction pipe and the water supply pipe 9 are fixed and the wall form frame skeleton E is attached, the lower part of the ladder-shaped floor board molding member 6 is placed on the floor board. An inspection manhole 17 is provided in the floor frame A on the rainwater tank provided with a concrete placing opening, which is alternately connected and fixed by the connecting plate material 7, and the concrete 18 is provided from the concrete placing opening. A concrete rainwater tank fixed to a wall according to the present invention, which is formed by placing and solidifying and curing the concrete 18 and then disassembling the temporary pedestal 15 to form a concrete rainwater tank D.
On the other hand, the concrete rainwater tank D shown in FIG. 1 can be used as a flower box.

「図3・4に示したコンクリートの雨水タンクの実施例」
図3・4に示したコンクリートの雨水タンクDの上は、手摺を設けてバルコニーとして、利用ができるようにしたものである。
"Examples of concrete rainwater tanks shown in Figures 3 and 4"
The concrete rainwater tank D shown in FIGS. 3 and 4 is provided with a handrail so that it can be used as a balcony.

なお、この発明において、実施例や図面に示した寸法や各部材は、一例を示したものであり、同様の機能を果たす公知の他の寸法部材に置き換えることは可能である。例えば、成型用板材の板厚やセパ板の寸法は強度によって自由に設定できる。また、梯子状に固定した成型部材の大きさも自由に設定ができる。さらに、木材に代わる材料など強度が得られるものであれば発明を支障なく実施することができる。 In the present invention, the dimensions and each member shown in Examples and Drawings are shown as an example, and can be replaced with other known dimensional members having the same function. For example, the thickness of the molding plate and the dimensions of the separate plate can be freely set according to the strength. In addition, the size of the molded member fixed in a ladder shape can be freely set. Further, the invention can be carried out without any trouble as long as it can obtain strength such as a material that replaces wood.

伐採適齢期を迎えている戦後に植栽された杉や檜の植樹林は、外国産木材によって間伐放棄・森林放棄されて、国産木材の価値は下がり利用されていないのが現状である。しかしながら、国土の63%を占めている森林の木材は植栽と植樹を繰り返すことで、尽きることのない我が国の宝の資源であり、国産木材を消費拡大することは行政の重要課題であるとともに、地方創成の要であることは周知の通りである。本発明の構築物の壁に固定するコンクリートの雨水タンクに使用する板材は、国産木材を主材としたもので、壁に固定するコンクリートの雨水タンクが普及することによって、疲弊する山村林業の活性化に多大に貢献できる。さらに、壁に固定するコンクリートの雨水タンク普及によって、洪水の抑制や雨水の有効活用に繋がる効果など我が国の防災化にも大きく貢献できる。 The cedar and cypress trees planted after the war, which have reached the appropriate age for logging, have been abandoned and abandoned by foreign timber, and the value of domestic timber has declined and is not being used. However, the timber of the forest, which occupies 63% of the national land, is an endless treasure resource of Japan by repeating planting and tree planting, and expanding the consumption of domestic timber is an important issue for the government. It is well known that it is the cornerstone of regional creation. The plate material used for the concrete rainwater tank fixed to the wall of the structure of the present invention is mainly made of domestic timber, and the widespread use of the concrete rainwater tank fixed to the wall activates the exhausted mountain village forestry. Can make a great contribution to. Furthermore, the widespread use of concrete rainwater tanks that are fixed to the walls will greatly contribute to disaster prevention in Japan, such as the effects of controlling floods and effectively utilizing rainwater.

本発明に係る壁に固定するコンクリートの雨水タンクの断面詳細図。A detailed cross-sectional view of a concrete rainwater tank fixed to a wall according to the present invention. 図1に示したB部の横断面詳細図。Detailed cross-sectional view of part B shown in FIG. 雨水タンクをバルコニーに活用した場合の断面詳細図。Detailed cross-sectional view when the rainwater tank is used for the balcony. 図3に示したC部の横断面詳細図。Detailed cross-sectional view of part C shown in FIG. 雨水タンクをバルコニーに活用した場合の断面図。Cross-sectional view when the rainwater tank is used for the balcony. 雨水タンクをバルコニーに活用した場合の外観図。External view when the rainwater tank is used for the balcony. 雨水タンクをフラワーボックスに活用した場合の断面図。Cross-sectional view when the rainwater tank is used as a flower box. 雨水タンクをフラワーボックスに活用した場合の外観図。External view when the rainwater tank is used as a flower box. 床盤型枠の断面拡大図。Cross-sectional enlarged view of the floor formwork. 雨水タンクの床盤型枠の断面拡大図。Cross-sectional enlarged view of the floor formwork of the rainwater tank. 格子状の壁成型部材の断面拡大図。The cross-sectional enlarged view of the lattice-shaped wall molding member. 格子状の壁成型部材の拡大鳥瞰図。Enlarged bird's-eye view of the grid-shaped wall molding member. 格子状の床盤成型部材の拡大鳥瞰図。Enlarged bird's-eye view of the grid-shaped floor molding member. 床盤連結部材の拡大鳥瞰図。Enlarged bird's-eye view of the floor connecting member. 壁用板セパの拡大鳥瞰図。Enlarged bird's-eye view of the wall board sepa. 床盤用板セパの拡大鳥瞰図。Enlarged bird's-eye view of the floor board sepa. 図1・図3に示したA部の拡大断面図。Enlarged sectional view of part A shown in FIGS. 1 and 3. 雨水タンクの壁躯体の断面拡大図である。It is a cross-sectional enlarged view of the wall frame of a rainwater tank.

1. 板材
2. 蟻溝
3. 凹溝
4. 床盤成型板材
5. 床盤用板セパ
6. 梯子状の床盤成型部材
7. 床盤連結板材
8. ビス
9. 給水管
10. 排水管
11. ダボ穴
12. 壁の成型板材
13. 壁用板セパ
14. ビス
15. 仮設の架台
16. 雨水導入管
17. 点検マンホール
18. コンクリート
19. 外壁
20. 壁
21. サッシ
22. 軒樋
23. 竪樋
24. 脱落防止板
25. 手摺
26. 屋根
27. 基礎
28. 格子状の壁成型部材
29. ダボ木
A、床盤型枠
B、雨水タンク下部の床盤型枠
C, 雨水タンクの壁型枠
D, コンクリートの雨水タンク
E, 壁型枠躯体
F, 壁型枠枠
G, 雨水タンクの型枠躯体
H, 雨水タンク上の床盤型枠
1. Board material
2. Dovetail groove
3. Recessed groove
4. Floor board molded board material
5. Floor board separation
6. Ladder-shaped floor molding member
7. Floor connecting board material
8. Bis
9. Water supply pipe
10. Drainage pipe
11. Dowel hole
12. Molded wall material
13. Wall board separation
14. Bis
15. Temporary stand
16. Rainwater introduction pipe
17. Inspection manhole
18. Concrete
19. Outer wall
20. Wall
21. Sash
22. Eaves gutter
23. Gutter
24. Fall prevention plate
25. Handrail
26. Roof
27. Basics
28. Lattice wall molding member
29. Dowel wood
A, floor formwork
B, floor formwork at the bottom of the rainwater tank
C, Rainwater tank wall formwork
D, concrete rainwater tank
E, wall formwork skeleton
F, wall formwork
G, Rainwater tank formwork frame
H, Floor formwork on rainwater tank

Claims (4)

構築物の壁に固定するコンクリートの雨水タンクであって、構築物に沿って仮設の架台を成した架台の上で、板材の板面中央に蟻溝を設けて、両小端面中央に凹溝を設けた床盤成型板材を、間隔を開けて2枚を並置して、床盤成型板材の蟻溝に、両端に蟻ホゾ加工した複数の床盤用板セパを均等間隔に差し込んで、梯子状に組固定して成る梯子状の床盤成型部材を、板材の板面中央に蟻溝を設けて、両小端面中央に凸加工をした床盤連結板材を用いて、交互に連結固定して成る床盤型枠を、構築物の壁にビスで固定して成る雨水タンク下部の床盤型枠に排水管を取付けて、前記雨水タンク下部の床盤型枠の上に、板材の板面中央に蟻溝を設けて、両小端面中央に複数のダボ穴を設けた壁の成型板材を、間隔を開けて2枚を並置して、壁の成型板材の蟻溝に両端に蟻ホゾ加工した複数の壁用板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁成型部材で、雨水タンクの枠組みをした梯子状の壁型枠枠を構築物の壁にビスで固定して、ダボ木を用いて複数段組積固定して成る雨水タンクの型枠躯体、該雨水タンクの型枠躯体に雨水導入管と給水管を取付けて成る、前記雨水タンクの型枠躯体の上に、前記梯子状の床盤成型部材の下部を、前記床盤連結板材で交互に連結固定して成る、コンクリートの打設開口部を設けた雨水タンク上の床盤型枠に、点検マンホールを設けて、前記コンクリートの打設開口部からコンクリートを打設して、コンクリートの凝固養生後に、前記仮設の架台を解体してコンクリートの雨水タンクとすることを特徴とする構築物の壁に固定するコンクリートの雨水タンク。 A concrete rainwater tank that is fixed to the wall of the structure, on which a temporary pedestal is formed along the structure, a dovetail groove is provided in the center of the plate surface of the plate material, and a concave groove is provided in the center of both small end surfaces. Two floor board molded boards are placed side by side at intervals, and multiple floor board separators with dovetail processing on both ends are inserted into the dovetail groove of the floor board molded board at equal intervals to form a ladder. Ladder-shaped floor molding members that are assembled and fixed are alternately connected and fixed using a floor connecting plate material that has a dovetail groove in the center of the plate surface of the plate material and is convexized in the center of both small end faces. A drain pipe is attached to the floor frame at the bottom of the rainwater tank, which is formed by fixing the floor frame to the wall of the structure with screws, and on the floor frame at the bottom of the rainwater tank, in the center of the plate surface of the plate material. Multiple wall molded plates with dovetail grooves and multiple dowel holes in the center of both small end faces, two sheets juxtaposed at intervals, and dovetail processing on both ends of the dovetail groove of the wall molded plate material It is a ladder-shaped wall molding member that is made by inserting the wall plate separators of the above at equal intervals and fixing them in a ladder shape. On the frame skeleton of the rainwater tank, which is fixed by stacking multiple stages using dowel wood, and the skeleton of the rainwater tank, which is made by attaching a rainwater introduction pipe and a water supply pipe to the frame skeleton of the rainwater tank. An inspection manhole is provided in the floor frame on the rainwater tank provided with a concrete casting opening, in which the lower part of the ladder-shaped floor molding member is alternately connected and fixed by the floor connecting plate material. Then, concrete is cast from the concrete casting opening, and after solidification and curing of the concrete, the temporary pedestal is disassembled into a concrete rainwater tank, which is fixed to the wall of the structure. Rainwater tank. 請求項1記載のコンクリートの雨水タンクを、雨水タンク上下の床盤型枠と壁型枠で包むことで、該雨水タンク上下の床盤型枠と雨水タンクの壁型枠が、雨水タンク躯体内外の断熱材となり、寒冷地にも適応できるコンクリートの雨水タンクとなることを特徴とする構築物の壁に固定するコンクリートの雨水タンク。 By wrapping the concrete rainwater tank according to claim 1 with the floor formwork and the wall formwork above and below the rainwater tank, the floor formwork above and below the rainwater tank and the wall formwork of the rainwater tank can be formed inside and outside the rainwater tank. A concrete rainwater tank that is fixed to the wall of a structure, which is characterized by being a concrete rainwater tank that can be used as a heat insulating material in cold regions. 請求項1記載のコンクリートの雨水タンクを構築物の壁に固定することで、雨水タンクの架台や設置場所が不要になることを特徴とする、請求項1又は2に記載の構築物の壁に固定するコンクリートの雨水タンク。 The concrete rainwater tank according to claim 1 is fixed to the wall of the structure according to claim 1 or 2, characterized in that the pedestal or installation place of the rainwater tank becomes unnecessary by fixing the rainwater tank to the wall of the structure. Concrete rainwater tank. 請求項1記載のコンクリートの雨水タンクの構築物から、吐出している3面に手摺又は落下防止柵を設けることで、コンクリート貯水タンク上がバルコニー又はフラワーボックスとして利用できることを特徴とする、請求項1~3のいずれか1項に記載の構築物の壁に固定するコンクリートの雨水タンク。
The concrete rainwater tank structure according to claim 1 is characterized in that the concrete water storage tank can be used as a balcony or a flower box by providing handrails or fall prevention fences on the three discharging surfaces. A concrete rainwater tank to be fixed to the wall of the structure according to any one of 3 to 3.
JP2021145119A 2021-09-07 2021-09-07 A concrete rainwater tank that is fixed to the wall of the structure. Active JP7019157B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2021145119A JP7019157B1 (en) 2021-09-07 2021-09-07 A concrete rainwater tank that is fixed to the wall of the structure.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2021145119A JP7019157B1 (en) 2021-09-07 2021-09-07 A concrete rainwater tank that is fixed to the wall of the structure.

Publications (2)

Publication Number Publication Date
JP7019157B1 true JP7019157B1 (en) 2022-02-15
JP2023038423A JP2023038423A (en) 2023-03-17

Family

ID=80929733

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2021145119A Active JP7019157B1 (en) 2021-09-07 2021-09-07 A concrete rainwater tank that is fixed to the wall of the structure.

Country Status (1)

Country Link
JP (1) JP7019157B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7417173B1 (en) 2023-08-04 2024-01-18 美藤 雅康 A construction method in which a building assembly made of molded parts is joined with concrete.

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3771937B2 (en) 1994-10-17 2006-05-10 スミス、フランク Water storage method and apparatus
JP2008082037A (en) 2006-09-27 2008-04-10 Hiroshi Yokoyama Building having rainwater storage tank wall

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53148839A (en) * 1977-05-31 1978-12-25 Matsushita Electric Works Ltd Rainwater recovering device
JPH09302770A (en) * 1996-05-20 1997-11-25 Sumitomo Forestry Co Ltd Storm-water utilizing facility

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3771937B2 (en) 1994-10-17 2006-05-10 スミス、フランク Water storage method and apparatus
JP2008082037A (en) 2006-09-27 2008-04-10 Hiroshi Yokoyama Building having rainwater storage tank wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7417173B1 (en) 2023-08-04 2024-01-18 美藤 雅康 A construction method in which a building assembly made of molded parts is joined with concrete.

Also Published As

Publication number Publication date
JP2023038423A (en) 2023-03-17

Similar Documents

Publication Publication Date Title
JP6688960B1 (en) A concrete structure made of molded members that are fixed like a ladder.
US8015771B2 (en) Building form for concrete floors, walls and beams
DK2222924T3 (en) MODULAR BUILDING
EA016598B1 (en) Composite structure for modular construction
US20130104488A1 (en) Construction of buildings using wooden blocks
JP7019157B1 (en) A concrete rainwater tank that is fixed to the wall of the structure.
HU228968B1 (en) Energy - and weight - saving building element, as well as making and application procedure thereof
CN111549950A (en) Light assembled steel structure combined floor slab and implementation method thereof
US6883281B1 (en) Multiuse construction system: multispace 2000
US9038337B2 (en) Reinforced concrete hexahedral module
CN210917746U (en) Combined box house
CA2264415C (en) Multispace 2000 h.ch.g.
JP6877673B1 (en) A concrete water tank with a space at the bottom.
CN114922470A (en) Self-heat-preservation house with prefabricated assembly type structure
CN211229646U (en) Prefabricated assembled high-rise dwelling cylinder formwork multi-ribbed prestressed floor structure system
AU2014252765B2 (en) Slab construction
US20050000178A1 (en) Poured-in-place concrete construction components and method of construction
CN221400116U (en) Assembled fast-assembling courtyard enclosure
WO2020008308A1 (en) Sustainable shelter
CN212506961U (en) Light assembled steel structure combined floor
CN215670505U (en) Clean air type environmental protection assembled wallboard
JP7030286B2 (en) Dry support method in the existing reinforced concrete pit
CN214220064U (en) Heat-preservation and decoration integrated composite concrete wallboard for prefabricated assembly type building
CN215977851U (en) Masonry structure of ultrahigh-toughness cement base
JP5269308B2 (en) A floor structure of an external floor of a building, and a method of forming the floor structure.

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20210907

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20210907

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20211109

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20211118

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

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20220111

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20220125

R150 Certificate of patent or registration of utility model

Ref document number: 7019157

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150