JPH11280088A - Underground building construction method - Google Patents

Underground building construction method

Info

Publication number
JPH11280088A
JPH11280088A JP10103851A JP10385198A JPH11280088A JP H11280088 A JPH11280088 A JP H11280088A JP 10103851 A JP10103851 A JP 10103851A JP 10385198 A JP10385198 A JP 10385198A JP H11280088 A JPH11280088 A JP H11280088A
Authority
JP
Japan
Prior art keywords
concrete
underground
construction method
building
underground building
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.)
Pending
Application number
JP10103851A
Other languages
Japanese (ja)
Inventor
Tsutomu Yamamoto
勤 山本
Masaoki Hashimoto
雅興 橋本
Kenichi Fukuda
研一 福田
Kana Matsuo
佳奈 松尾
Taiki Yamamoto
泰希 山本
Toshihito Nakazawa
俊仁 中澤
Mikiko Kobayashi
三紀子 小林
Katsumi Hashiba
克己 橋場
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TAISHIN DATA WEAR HOUSE KK
Original Assignee
TAISHIN DATA WEAR HOUSE KK
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 TAISHIN DATA WEAR HOUSE KK filed Critical TAISHIN DATA WEAR HOUSE KK
Priority to JP10103851A priority Critical patent/JPH11280088A/en
Publication of JPH11280088A publication Critical patent/JPH11280088A/en
Pending legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an underground building having excellent moistureproof, thermal insulation and air-tightness properties for the society by setting a low price. SOLUTION: A pattern frame member for placing concrete is formed by a foaming styrol pattern frame member A, and waterproof sheet C is bonded on a whole face of a pattern frame member on external wall side. After macadam foundation work is provided, resin film K is spread all over, and a foaming thermal insulation plate L is spread on a whole face or a part of a lower part of earthen floor bars M to place earthen floor concrete N in order to increase thermal insulation, waterproof, and moistureproof effects.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】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、本発明では防湿と保温、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。
BACKGROUND OF THE INVENTION It is well known that an underground building has been known to be excellent in heat insulation and airtightness. However, in the present invention, an underground building excellent in moisture proofness, heat insulation and airtightness is known. Set a low price and offer it to society widely.

【0002】[0002]

【従来の技術】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。
2. Description of the Related Art Underground buildings in Japan include a restaurant area, a water receiving tank and a general drainage tank, or a machine room.
It is built mainly for underground parking.

【0003】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。
[0003] In Japan, the following can be considered as a reason for constructing an underground building for such a use.

【0004】(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。
(1) In constructing an underground building,
The high cost and difficulty of civil engineering construction has hindered progress.

【0005】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。
[0005] Therefore, in a building whose construction work 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.

【0006】(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。
(2) Although underground structures are excellent in heat insulation and airtightness, they are often hesitant to construct them in terms of hygiene against mold, germs, etc., since no measures are taken and no measures are taken against moisture-proof surfaces. Can be seen.

【0007】[0007]

【発明が解決しようとする課題】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 foundation work and concrete pouring work on the basement.

【0008】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。
[0008] In carrying out this work, excavation work of 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.

【0009】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。
[0009] These constructions are all difficult works, but in particular, removal of earth retaining sheet piles and formwork after concrete casting is a highly difficult construction that requires human life. is there.

【0010】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。
Further, it is necessary to consider measures for the moisture-proof surface by groundwater and rainwater. The measures for these are
It is defined as one of the tasks to provide a basement space with excellent hygiene environment, as it responds to the propagation of mold, germs and the like.

【0011】[0011]

【課題を解決するための手段】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 entire surface of the bottom of the concrete slab.

【0012】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 adhered to the entire outer side surface of the foamed frame material, and is a top surface on which crushed stone work (including pile driving, compaction, etc.) has been performed, and is laid on the bottom of the interstitial concrete. A resin film is spread between the foamed heat insulating plate and the heat insulating board.

【0013】[0013]

【実施例】本発明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、一部詳細断面図で
ある。
An embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is a sectional view showing an underground building, FIG. 2 is a plan view showing a part of the underground building, and FIG. 3 is a sectional view of a part Z in FIG.

【0014】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 ground business G (including pile driving, compaction, etc.) is performed, and resin film K is spread.

【0015】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。
[0015] A foam insulation board L is laid on a part or the entire surface corresponding to the bottom portion of the concrete slab N, the slab arrangement M is provided, and concrete is cast, whereby the concrete slab N is completed.

【0016】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,
A foam outer wall form member A and a foam partition form member T are set. When the underground building room X is represented, concrete is cast, and the outer wall concrete B and the partition concrete S are expressed.

【0017】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。
Furthermore, 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, and the underground building room X
To form

【0018】[0018]

【発明の効果】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。
Conventionally, plywood panels (concrete panels) have been the mainstream for formwork used in building construction, and after casting concrete, the work of removing the formwork and removing it has inevitably occurred. .

【0019】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。
[0019] The main material of these plywood panels is wood, and today, there is a worldwide problem of destruction of nature due to the deforestation of forest resources. Because it is not used, it is also effective for protecting natural resources such as forest resources.

【0020】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の減少を進め得るもの
である。
Further, since no formwork removal work is required after the concrete is cast, the industrial waste can be greatly reduced, and the illegal dumping of industrial waste can be reduced.

【0021】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 is greatly reduced, and thus the construction cost is significantly reduced.

【0022】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する。
Next, after crushing ground work (including pile driving, compaction, etc.) is performed, a resin film is laid, and a foam insulation board is laid on a part or the entire surface corresponding to the bottom portion of the interstitial concrete. After cleaning the outer surface of the material, apply a waterproof sheet to the entire outer side surface.

【0023】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。
In the underground building room constructed in this way, the effects of groundwater and rainwater are completely shut out, so that the moisture-proof effect is greatly improved, and
The breeding of various bacteria has been significantly reduced, and an underground space with an excellent sanitary environment can be provided.

【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 partial cross-sectional view of a part Z in FIG. 1;

【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 X Inside of a basement 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

───────────────────────────────────────────────────── フロントページの続き (72)発明者 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)発明者 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)発明者 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)発明者 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)発明者 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 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Kana Matsuo Inventor, No. 4-1-1, Hachiken 1-chome, Nishi-ku, Sapporo-shi, Hokkaido Taishin Warehouse Co., Ltd. (1-1) Higashi 4-chome Taishin Warehouse Co., Ltd. (72) Inventor Toshihito Nakazawa 1-Hachiken, Nishi-ku, Sapporo, Hokkaido (72) Inventor Katsumi Hashiba 1-Higashi 4-chome 1-1-16, Nishi-ku, Sapporo-shi, Hokkaido Within Yashin Nobu 4-1-1-16 Taishin Warehouse Co., Ltd.

Claims (3)

【特許請求の範囲】[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
下建造物工法。
1. An underground construction in which a formwork material for concrete casting is 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. Material construction method.
【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
工法。
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 construction method characterized in that a foam insulation plate L is laid on the entire surface or a part of the lower part of the dirt reinforcement M, and then the dirt concrete N is cast to enhance the heat retaining effect and the waterproofing 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工法。
3. A waterproof sheet C is adhered to the entire surface of the outer styrofoam form material A of the styrofoam form material A, and a resin film K is spread over the crushed stone ground business, and foam is formed on the whole or a part of the lower part of the interstitial reinforcement M. An underground construction method characterized by laying a heat insulating plate L and then pouring concrete between the soil layers, thereby enhancing the heat retaining effect, waterproofing and moisture proofing effects.
JP10103851A 1998-03-30 1998-03-30 Underground building construction method Pending JPH11280088A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10103851A JPH11280088A (en) 1998-03-30 1998-03-30 Underground building construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10103851A JPH11280088A (en) 1998-03-30 1998-03-30 Underground building construction method

Publications (1)

Publication Number Publication Date
JPH11280088A true JPH11280088A (en) 1999-10-12

Family

ID=14364953

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10103851A Pending JPH11280088A (en) 1998-03-30 1998-03-30 Underground building construction method

Country Status (1)

Country Link
JP (1) JPH11280088A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020037844A (en) * 2018-03-03 2020-03-12 三和コンクリート工業株式会社 Underground shelter and installation method therefor
CN111472554A (en) * 2020-03-26 2020-07-31 中国二十冶集团有限公司 Waterproof coiled material laying device and construction process
CN115110777A (en) * 2022-07-29 2022-09-27 田山明 Prefabricated concrete module corridor type assembly system and assembly method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020037844A (en) * 2018-03-03 2020-03-12 三和コンクリート工業株式会社 Underground shelter and installation method therefor
CN111472554A (en) * 2020-03-26 2020-07-31 中国二十冶集团有限公司 Waterproof coiled material laying device and construction process
CN115110777A (en) * 2022-07-29 2022-09-27 田山明 Prefabricated concrete module corridor type assembly system and assembly method

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