JP3052858U - Underground building - Google Patents

Underground building

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Publication number
JP3052858U
JP3052858U JP1998002543U JP254398U JP3052858U JP 3052858 U JP3052858 U JP 3052858U JP 1998002543 U JP1998002543 U JP 1998002543U JP 254398 U JP254398 U JP 254398U JP 3052858 U JP3052858 U JP 3052858U
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Japan
Prior art keywords
underground
concrete
underground building
building
effect
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JP1998002543U
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Japanese (ja)
Inventor
勤 山本
雅興 橋本
研一 福田
佳奈 松尾
泰希 山本
俊仁 中澤
三紀子 小林
克己 橋場
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泰伸倉庫有限会社
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Abstract

(57)【要約】 (修正有) 【課題】 防湿と保温、気密性に優れていることから、
衛生環境に優れた地下空間を提供する。 【解決手段】 コンクリート打設用の型枠材を発泡スチ
ロール型枠材Aとし、外壁側型枠材の全面に防水シート
Cを接着施工、砕石地業を設営後に樹脂製フイルムKを
敷き詰め、土間配筋下部の全面又は一部分に発泡断熱板
Lを敷込んだ後、土間コンクリートNを打設する如く構
成し、保温効果と防水、防湿効果を高めた事を特徴とす
る地下建造物。
(57) [Abstract] (with revisions) [Problem] Because of its excellent moisture proof, heat retention and airtightness,
Provide an underground space with excellent sanitary environment. SOLUTION: A formwork material for concrete casting is a styrofoam formwork material A, a waterproof sheet C is adhered to the entire outer wall side formwork material, and a resin film K is spread after setting up a crushed stone ground business and distributed between soils. An underground building characterized by being constructed such that foam insulation L is laid on the entire surface or a part of the lower part of the streaks, and then soil concrete N is poured in, thereby enhancing the heat retaining effect, waterproofing and moisture proofing effects.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

従来より地下建造物は保温、気密性に優れている建造物であることは衆知の事 実であるが、本考案では防湿と保温、気密性に優れた地下建造物を安価な価格に 設定して、広く社会に提供せしめんとする。 It is a well-known fact that underground buildings have traditionally been excellent in heat insulation and airtightness.However, in the present invention, underground buildings with excellent moisture proof, heat insulation and airtightness are set at low prices. And provide it to society widely.

【0002】 また、本考案の特徴である保温効果と防水、防湿効果をより良く発揮させると 共に、地下建造物の気密性の良さを兼ね備える事により、温度設定をローコスト で行ないうる地下建造物を提供出来るものである。[0002] In addition, the present invention provides a heat insulating effect, a waterproof effect, and a moisture-proof effect, which are the characteristics of the present invention, and also has an airtightness of the underground structure. It can be provided.

【0003】 次に、地下建造物の数例を紹介する。室温を4℃〜15℃に設定、湿度を60 %〜70%に設定した農産物の貯蔵倉庫などは、機械装置を用いる事なく建造出 来るものである。Next, several examples of underground buildings will be introduced. Agricultural storage warehouses with room temperature set at 4 ° C to 15 ° C and humidity set at 60% to 70% can be built without using mechanical equipment.

【0004】 さらに、室温を0℃〜−1℃に設定する事により、食肉、ワインなどを熟成さ せる食品熟成貯蔵倉庫や氷温倉庫として、地下建造物の気密性の良さを発揮せし める二酸化炭素封入倉庫は、りんご、ミカンなどの果実貯蔵倉庫として建造出来 るものである。Further, by setting the room temperature to 0 ° C. to −1 ° C., the airtightness of an underground building can be exhibited as a food aging storage warehouse or ice temperature warehouse for aging meat, wine, and the like. The carbon dioxide storage warehouse can be built as a storage warehouse for fruits such as apples and oranges.

【0005】 この様に、多岐に渡って利用出来る技術は、保温、防水、防湿、気密性の良さ から、ランニングコストの大幅減を示し、従って、時期を問わず新鮮な食品を提 供出来る事はもとより、流通商品のコストダウンに貢献出来るものである。[0005] As described above, the technologies that can be used in a wide variety of applications show that the running cost is greatly reduced due to the good heat retention, waterproofness, moisture proofness, and airtightness, and therefore, fresh food can be provided at any time. In addition, it can contribute to cost reduction of distribution products.

【0006】[0006]

【従来の技術】[Prior art]

我が国における地下建造物は、ビルディングの地階を飲食店街、受水槽や雑排 槽、又は機械室、地下駐車場などを主な用途として建造なされている。 Underground buildings in Japan are mainly constructed on the basement floor of buildings, such as restaurants, water receiving tanks and miscellaneous drainage tanks, machinery rooms, and underground parking lots.

【0007】 我が国において、この様な用途に地下建造物を構築する理由として、次の事柄 が考えられる。[0007] In Japan, the following can be considered as a reason for constructing an underground building for such a use.

【0008】 (1)地下建造物を構築するにあたって、土木構築費用の高価さと難易差がそ の進捗を阻んでいる。[0008] (1) In constructing an underground building, the cost and difficulty of civil engineering construction are hindering its progress.

【0009】 従って、建築工事費が比較的高価なビルディングにおいて、ビルディング自体 の基礎や建物全体のバランスが考慮されて構築なされているが、その他の用途に は、一般的に取り入られていないのが現状である。[0009] Accordingly, in a building where the construction cost is relatively expensive, the building is constructed in consideration of the foundation of the building itself and the balance of the whole building, but it is not generally used for other purposes. It is the current situation.

【0010】 (2)地下構築物は保温、気密性には優れているが、防湿面に対する対策、対 応がなされていない事から、かび、雑菌などに対する衛生面において、その構築 を躊躇する事が多く見られる。[0010] (2) Although the underground structure is excellent in heat insulation and airtightness, since no measures are taken against the moisture-proof surface and no countermeasures are taken, there is a possibility that the construction of the underground structure is hesitant in terms of hygiene against mold and germs. Many are seen.

【0011】 従来技術による防水、防湿の対応策としては、地下建造物の構築後に防水モル タルなどによって、止水工事を施す工法が主なものであるが、その耐久性のなさ に課題を示し、従って、居住空間としてはもとより、食品倉庫などに用いるには リスクの伴う工法として位置付けられる。As a countermeasure for waterproofing and moistureproofing according to the conventional technology, a method of waterproofing with a waterproof mortar or the like after the construction of an underground building is mainly used, but there is a problem with the lack of durability. Therefore, it can be regarded as a risky construction method not only as a living space but also as a food warehouse.

【0012】[0012]

【考案が解決しようとする課題】[Problems to be solved by the invention]

従来の技術(1)にある土木構築費用の高価さと難易差を示す理由として、基 礎工事並びに地階のコンクリート打設工事がある。 The reasons for the high cost and difficulty of civil engineering construction in the prior art (1) are the foundation work and the concrete placement work on the basement.

【0013】 この工事を遂行するにあたって、地階部分の掘削工事、土留め工事、砕石地業 (杭打ち、填圧などを含む)、型枠工事並びに基礎工事、コンクリート打設後の 型枠撤去工事並びに土留め矢板の撤去工事がある。In carrying out this work, excavation work on the basement, earth retaining work, crushed stone work (including pile driving, compaction, etc.), formwork and foundation work, formwork removal work after concrete placement In addition, there is removal work of earth retaining sheet pile.

【0014】 此れらの工事は、全てにわたって難易性を示す工事であるが、特に、コンクリ ート打設後の土留め矢板、並びに型枠の撤去工事は人命をかけた、難易度の高い 工事である。[0014] These works are all difficult works, but in particular, the removal of earth retaining sheet piles and formwork after the concrete is cast requires human life and is of high difficulty. It is construction.

【0015】 さらに、地下水と雨水による防湿面に対する対策も考慮する必要がある。これ らに対する対策が、かび、雑菌などの繁殖に対する対応となり、衛生環境に優れ た、地下空間を提供するための一課題として定義される。[0015] Furthermore, it is necessary to take measures against moisture-proof surfaces by groundwater and rainwater. Countermeasures against these are defined as one of the tasks to provide an underground space with excellent hygiene environment, as it will respond to the growth of mold and germs.

【0016】 これらの課題を解決する事により、居住空間への転用はもとより、農産物貯蔵 倉庫、食品熟成貯蔵倉庫、氷温倉庫、二酸化炭素封入倉庫など様々なる汎用技術 として確立されるものである。[0016] By solving these problems, various general-purpose technologies can be established, such as a warehouse for storing agricultural products, a warehouse for aging food, an ice temperature warehouse, and a carbon dioxide-filled warehouse, as well as conversion to living space.

【0017】[0017]

【課題を解決するための手段】[Means for Solving the Problems]

本発明では、前記の課題を解決するため、発泡形枠材を用いる事とし、土間コ ンクリート底部の一部又は全面に発泡断熱板を敷設する事とした。 In the present invention, in order to solve the above-mentioned problems, a foamed frame material is used, and a foamed heat insulating plate is laid on a part or the whole of the bottom of the concrete floor.

【0018】 また、発泡形枠材の外部側面全面に防水シートを接着施工するものとし、さら に、砕石地業(杭打ち、填圧などを含む)を施した上面であり、土間コンクリー ト底部に敷設する発泡断熱板との間に樹脂製フイルムを敷き詰める事とした。In addition, a waterproof sheet is to be adhered to the entire outer side surface of the foamed frame material, and furthermore, a top surface on which crushed stone ground (including pile driving, pressurizing, etc.) has been applied, and A resin film is to be spread between the foam insulation board to be laid.

【0019】[0019]

【実施例1】 本考案の一実施例を図面に基づき説明する。図1は地下建造物を示す断面図、 図2は地下建造物の一部を示す平面図、図3は図1のZ部、一部詳細断面図、図 4は屋外温度2と地下建造物室内温度3との比較を表した図表あり、図5は屋外 湿度5と地下建造物室内湿度6との比較を表した図表、図6は地下建造物室内温 度3と模擬実験室内温度8の比較を表した図表である。Embodiment 1 An embodiment of the present invention will be described with reference to the drawings. 1 is a cross-sectional view showing an underground building, FIG. 2 is a plan view showing a part of the underground building, FIG. 3 is a partially detailed cross-sectional view of a portion Z in FIG. 1, and FIG. Fig. 5 shows a comparison between the indoor humidity 3 and the indoor humidity 3 and Fig. 6 shows a comparison between the indoor humidity 5 and the indoor humidity 6 in the underground building. It is a chart showing the comparison.

【0020】 地下建造物となる部分を掘削した後、土留め工事を行ない、砕石地業G(杭打 ち、填圧などを含む)を施し、樹脂製フイルムKを敷き詰める。After excavating a part to be an underground building, earth retaining work is performed, crushed stone work G (including pile driving, compaction, etc.) is performed, and a resin film K is spread.

【0021】 土間コンクリートNの底部にあたる一部又は全面に発泡断熱板Lを敷設、土間 配筋Mを施し、コンクリートを打設、土間コンクリートNは完成する。[0021] The foam insulation board L is laid on a part or the entire surface corresponding to the bottom of the soil concrete N, the soil reinforcement M is applied, and concrete is poured, whereby the soil concrete N is completed.

【0022】 側壁配筋Dと間仕切り配筋を施工しつつ、発泡外壁形枠材Aと発泡間仕切り形 枠材Tを設定、地下建造物室内Xを表すとコンクリートを打設、外壁コンクリー トBと間仕切りコンクリートSを表現する。While constructing the side wall reinforcement D and the partition reinforcement, the foam outer wall frame material A and the foam partition shape frame material T are set, concrete is cast when the underground building room X is represented, and the exterior wall concrete B is formed. The partition concrete S is expressed.

【0023】 さらに、発泡外壁形枠材Aの外面を清掃した後、外部側面全面に防水シートC を接着施工、土留め矢板を撤去すると埋め戻しを行ない、地下建造物室内Xを形 成する。Further, after cleaning the outer surface of the foamed outer wall frame material A, a waterproof sheet C is adhered to the entire outer side surface, and when the earth retaining sheet pile is removed, backfilling is performed to form the underground building room X.

【0024】 図4と図5は本考案を用いて、地下建造物を定温倉庫として構築し得たデータ を図表として表したもので、図4は屋外温度2と地下建造物室内温度3との比較 であり、図5は屋外湿度5と地下建造物室内湿度6との比較である。FIGS. 4 and 5 show data obtained by constructing an underground building as a constant temperature warehouse using the present invention as a table. FIG. 4 shows the relationship between the outdoor temperature 2 and the indoor temperature 3 of the underground building. FIG. 5 shows a comparison between outdoor humidity 5 and indoor humidity 6 in an underground building.

【0025】 上記データは、北海道札幌市西区八軒2条東4丁目712番4号の弊社、アパ ート兼用保温倉庫建築工事現場において、1998年2月5日18時00分より 2月8日18時00分にかけて取り得たデータであり、測定器は大田商事株式会 社製 、記録温度・湿度計OT−104、2台を用いて行なった。The above data was obtained at our company's apartment and heat insulation warehouse construction site at 4-712 Hachijo 2-Jo Higashi 4-chome, Nishi-ku, Sapporo, Hokkaido, from February 1st, 1998 at 18:00 to February 8th. The data was obtained at 18:00 on the day, and the measurement was performed using two recording temperature / humidity meters OT-104 manufactured by Ota Shoji Co., Ltd.

【0026】 データ収集中、図4の特筆すべき事項として、2月6日6時から9時にかけて 屋外温度2は−14.7℃を記録したのにも関わらず、地下建造物室内・温度3 は−1℃を割り込む事なく、屋外温度2の上昇に伴い地下建造物室内・温度3は スムーズに回復、その温度差は14℃を示している事である。During the data collection, as a notable matter in FIG. 4, although the outdoor temperature 2 recorded −14.7 ° C. from 6:00 to 9:00 on February 6, the temperature in the underground building room / temperature 3 is that the temperature in the underground building and room temperature 3 recovers smoothly as the outdoor temperature 2 rises without dropping below -1 ° C, and the temperature difference shows 14 ° C.

【0027】 しかも、当社所有のアパート兼用保温倉庫建築工事現場であり、地上階の建築 最中にデータの収集を行なった事から、地下建造物の天井である1階スラブもコ ンクリートの打設を終えばかりの仮設シートを掛けの状態で、屋外同然の状態で ある。In addition, since the data was collected during the construction of the ground floor, which is the building construction site of the apartment and heat insulation warehouse owned by the Company, the concrete on the first floor slab, which is the ceiling of the underground building, was also cast. With the temporary sheet just completed, it is almost as if outdoors.

【0028】 当アパートの完成にあたって、保温倉庫天井部は断熱材による外気遮断工法を 考慮している事から、前記、アパート兼用保温倉庫建築工事現場に地下建造物室 内Xの北側外壁に沿って、底部を除く側面と上面を50mmの断熱材で覆った模 擬実験庫900mm四方を仮設、2月13日18時00分より2月16日18時 00分にかけて測定したのが図6の図表である。In order to complete the apartment, the roof of the thermal insulation warehouse considers the method of shutting off the outside air with heat insulating material. Fig. 6 shows the results of a temporary measurement of a 900 mm square simulated test chamber with the sides and top excluding the bottom covered by a 50 mm heat insulating material, from 18:00 on February 13 to 18:00 on February 16 It is.

【0029】 従って、地上階完成の暁には、これらのデータ数値の向上は如実に示されるも のとなるであろう。また、図5を見て解るとおり、屋外湿度5と地下建造物室内 ・湿度6との比較は屋外湿度5の変動に関わらず、10%から15%範囲の安定 した変動数値を示している。Therefore, when the ground floor is completed, the improvement of these data numerical values will be clearly shown. In addition, as can be seen from FIG. 5, the comparison between the outdoor humidity 5 and the underground building interior humidity 6 shows stable fluctuation values in the range of 10% to 15% regardless of the fluctuation of the outdoor humidity 5.

【0030】[0030]

【考案の効果】[Effect of the invention]

従来、建築物構築に用いられる型枠は合板製のパネル(コンクリートパネル) が主流であり、コンクリート打設後は型枠を剥がし、撤去する作業が必然的に発 生していた。 In the past, plywood panels (concrete panels) have been the mainstream for formwork used in building construction, and work has been inevitably required to peel and remove the formwork after casting concrete.

【0031】 これら、合板製のパネルの主材料は木材であり、今日、全世界的な課題として 森林資源伐採による自然破壊が問題視されているが、本発明に於いては木材製品 であるパネルを用いない事から、森林資源などの自然保護に対しても効果を上げ るものである。[0031] The main material of these plywood panels is wood, and natural destruction due to the deforestation of forest resources has been regarded as a problem worldwide today. However, in the present invention, a panel made of wood products is used. Since it does not use natural resources, it is effective for protecting natural resources such as forest resources.

【0032】 また、コンクリート打設後の型枠撤去工事を必要としないため、産業廃棄物の 大幅な減少を可能とするため、産業廃棄物の不法投棄などの減少を進め得るもの である。[0032] In addition, since it is not necessary to remove the formwork after the concrete is cast, the industrial waste can be greatly reduced, and the reduction of illegal dumping of industrial waste can be promoted.

【0033】 さらに、工事工程上において、型枠撤去工事を必要としない事から、大幅な人 員削減を示し、従って、工事費用の大幅な減少を可能にした。Further, since no formwork removal work is required in the construction process, the number of personnel was significantly reduced, and thus the construction cost was significantly reduced.

【0034】 次に、砕石地業(杭打ち、填圧などを含む)を施した後、樹脂製フイルムを敷 き詰め、土間コンクリートの底部にあたる一部又は全面に発泡断熱板を敷設、発 泡外壁形枠材の外面を清掃した後、外部側面全面に防水シートを接着施工した。Next, after crushing ground work (including pile driving, compaction, etc.) is performed, a resin film is laid, and a foam insulating plate is laid on a part or the entire surface corresponding to the bottom of the interstitial concrete, and foaming is performed. After cleaning the outer surface of the outer wall frame material, a waterproof sheet was adhered to the entire outer side surface.

【0035】 この様にして構築なされた地下建造物室内は、地下水や雨水による影響を完全 にシャットアウトなされる事から、防湿効果を飛躍的に向上せしめ、かび、雑菌 の繁殖を著しく軽減せしめて、衛生環境に優れた地下空間を提供出来るものとな った。The interior of the underground building thus constructed is completely shut out from the effects of groundwater and rainwater, so that the moisture-proof effect is dramatically improved, and the propagation of mold and germs is significantly reduced. This provides an underground space with excellent sanitary conditions.

【0036】 従って、本考案の特徴である保温効果と防水、防湿効果をより良く発揮させる と共に、地下建造物の気密性の良さを兼ね備える事により、温度設定をローコス トで行ないうる事から、室温を4℃〜15℃に設定、湿度を60%〜70%に設 定した農産物の貯蔵倉庫などは、機械装置を用いる事なく建造出来るものとなっ た。[0036] Accordingly, the temperature can be set at a low cost by combining the excellent heat insulating effect, waterproofness, and moisture proofing effect of the present invention with good airtightness of the underground building. Agricultural storage warehouses where the temperature was set at 4 ° C to 15 ° C and the humidity was set at 60% to 70% could be built without using mechanical equipment.

【0037】 さらに、室温を0℃〜−1℃に設定する事により、食肉、ワインなどを熟成さ せる食品熟成貯蔵倉庫や氷温倉庫として、地下建造物の気密性の良さを発揮せし める二酸化炭素封入倉庫は、りんご、ミカンなどの果実貯蔵倉庫として建造出来 る。Further, by setting the room temperature to 0 ° C. to −1 ° C., the airtightness of the underground building can be demonstrated as a food aging storage warehouse or ice temperature warehouse for aging meat, wine, and the like. The carbon dioxide storage warehouse can be built as a storage warehouse for fruits such as apples and oranges.

【0038】 この様に、多岐に渡って利用出来る技術は、保温、防水、防湿、気密性の良さ から、ランニングコストの大幅減を示し、従って、時期を問わず新鮮な食品を提 供出来る事はもとより、流通商品のコストダウンに貢献出来るものとなった。[0038] As described above, technologies that can be used in a wide variety of ways can significantly reduce running costs due to good heat retention, waterproofness, moisture proofness, and airtightness, and therefore can provide fresh food regardless of time. In addition, it can contribute to cost reduction of distribution products.

【図面の簡単な説明】[Brief description of the drawings]

【図1】地下建造物を示す断面図。FIG. 1 is a sectional view showing an underground building.

【図2】地下建造物の一部を示す平面図。FIG. 2 is a plan view showing a part of an underground building.

【図3】図1のZ部、一部詳細断面図。FIG. 3 is a partially sectional view of a part Z of FIG. 1;

【図4】屋外温度2と地下建造物室内温度3との比較を
表した図表。
FIG. 4 is a chart showing a comparison between an outdoor temperature 2 and an underground building indoor temperature 3;

【図5】屋外湿度5と地下建造物室内湿度6との比較を
表した図表。
FIG. 5 is a table showing a comparison between an outdoor humidity 5 and an indoor humidity 6 in an underground building.

【図6】地下建造物室内温度3と模擬実験室内温度8の
比較を表した図表。
FIG. 6 is a table showing a comparison between an indoor temperature 3 of an underground building and a simulation room temperature 8;

【符号の説明】[Explanation of symbols]

X 地下建造物室内 A 発泡外壁形枠材 B 外壁コンクリート C 防水シート D 側壁配筋 E 止水板 F 暗渠パイプ G 砕石地業 K 樹脂製フイルム L 発泡断熱板 M 土間配筋 N 土間コンクリート O 1Fスラブ S 間仕切りコンクリート T 発泡間仕切り形枠材 W GL・マーク Z 詳細部記号 1 温度(℃) 2 屋外温度(℃) 3 地下建造物室内温度(℃) 4 湿度(%) 5 屋外湿度(%) 6 地下建造物室内湿度(%) 7 時間(時刻) 8 模擬実験庫内温度(℃) X Interior of underground building A Foamed outer wall frame material B Exterior wall concrete C Waterproof sheet D Side wall reinforcement E Water barrier F Underdrain pipe G Crushed stone ground K Resin film L Foam insulation board M Soil reinforcement N Soil concrete O 1F slab S Partition concrete T Foam partition frame W GL / Mark Z Detail symbol 1 Temperature (° C) 2 Outdoor temperature (° C) 3 Underground building indoor temperature (° C) 4 Humidity (%) 5 Outdoor humidity (%) 6 Underground Humidity in the building (%) 7 hours (time) 8 Temperature in the simulation room (℃)

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI E04B 2/86 611A (72)考案者 松尾 佳奈 北海道札幌市西区八軒1条東4丁目1番16 号 泰伸倉庫 有限会社 内 (72)考案者 山本 泰希 北海道札幌市西区八軒1条東4丁目1番16 号 泰伸倉庫 有限会社 内 (72)考案者 中澤 俊仁 北海道札幌市西区八軒1条東4丁目1番16 号 泰伸倉庫 有限会社 内 (72)考案者 小林 三紀子 北海道札幌市西区八軒1条東4丁目1番16 号 泰伸倉庫 有限会社 内 (72)考案者 橋場 克己 北海道札幌市西区八軒1条東4丁目1番16 号 泰伸倉庫 有限会社 内──────────────────────────────────────────────────の Continuation of the front page (51) Int.Cl. 6 Identification code FI E04B 2/86 611A (72) Inventor Kana Matsuo 4-1-16-1 Hachiken, Nishi-ku, Sapporo-shi, Hokkaido Taishin Warehouse Co., Ltd. (72) Inventor Yuki Yamamoto 4-11-16 Hachiken 1-Jo Higashi 4-chome, Nishi-ku, Sapporo, Hokkaido (72) Inventor Toshihito Nakazawa 4-1-1-16 Hachiken 1-Jo Higashi Nishi-ku, Sapporo Taishin Warehouse Co., Ltd. (72) Inventor Mikiko Kobayashi Hokkaido, Sapporo City, Nishi-ku, 1-Higashi 4-chome 1-1-16 Taishin Warehouse Co., Ltd. (72) Inventor Katsumi Hashiba, Sapporo City, Hokkaido No. 1-16 Yasunobu Warehouse Co., Ltd.

Claims (3)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 コンクリート打設用の型枠材を発泡スチ
ロール型枠材Aとし、外壁側型枠材の全面に防水シート
Cを接着施工して、防水効果を高めた事を特徴とする地
下建造物。
1. An underground construction characterized in that a formwork material for concrete casting is made of a styrofoam formwork material A, and a waterproof sheet C is adhered to the entire outer wall side formwork material to enhance the waterproof effect. Stuff.
【請求項2】 地下建造物を構築するにあたって、建築
物の基礎である砕石地業Gを設営後、樹脂製フイルムK
を敷き詰め、土間配筋Mの下部の全面又は一部分に発泡
断熱板Lを敷込んだ後、土間コンクリートNを打設して
保温効果と防水効果を高めた事を特徴とする地下建造
物。
2. When constructing an underground building, a crushed stone ground business G, which is a foundation of the building, is set up and then a resin film K is constructed.
An underground building characterized by having a foam insulation panel L laid on the whole or a part of the lower part of the dirt reinforcement M, and then laying dirt concrete N to enhance a heat retaining effect and a waterproof effect.
【請求項3】 発泡スチロール型枠材Aの外壁側型枠材
の全面に防水シートCを接着施工、砕石地業Gを設営後
に樹脂製フイルムKを敷き詰め、土間配筋M下部の全面
又は一部分に発泡断熱板Lを敷込んだ後、土間コンクリ
ートNを打設する如く構成し保温効果と防水、防湿効果
を高めた事を特徴とする地下建造物。
3. A waterproof sheet C is adhered to the entire outer wall side of the styrofoam form material A, and a resin film K is spread after the crushed stone ground business G is set up. An underground building characterized by a structure in which a foam insulation panel (L) is laid, and then soil concrete (N) is poured in, thereby enhancing a heat retaining effect, a waterproofing effect, and a moistureproofing effect.
JP1998002543U 1998-04-01 1998-04-01 Underground building Expired - Lifetime JP3052858U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1998002543U JP3052858U (en) 1998-04-01 1998-04-01 Underground building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1998002543U JP3052858U (en) 1998-04-01 1998-04-01 Underground building

Publications (1)

Publication Number Publication Date
JP3052858U true JP3052858U (en) 1998-10-09

Family

ID=43186963

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1998002543U Expired - Lifetime JP3052858U (en) 1998-04-01 1998-04-01 Underground building

Country Status (1)

Country Link
JP (1) JP3052858U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007086115A1 (en) * 2006-01-25 2007-08-02 Yugenkaisha Japan Tsusyo Domed shelter

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007086115A1 (en) * 2006-01-25 2007-08-02 Yugenkaisha Japan Tsusyo Domed shelter

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