JPH09250144A - Outside waterproof method of basement - Google Patents

Outside waterproof method of basement

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Publication number
JPH09250144A
JPH09250144A JP8100654A JP10065496A JPH09250144A JP H09250144 A JPH09250144 A JP H09250144A JP 8100654 A JP8100654 A JP 8100654A JP 10065496 A JP10065496 A JP 10065496A JP H09250144 A JPH09250144 A JP H09250144A
Authority
JP
Japan
Prior art keywords
waterproof
concrete
sheet
basement
water
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
JP8100654A
Other languages
Japanese (ja)
Inventor
Mitsuo Nakayama
光男 中山
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP8100654A priority Critical patent/JPH09250144A/en
Publication of JPH09250144A publication Critical patent/JPH09250144A/en
Pending legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve heat-insulation management and habitability and effectively use the ground, by using temporary construction materials for an earth retaining wall as an external form for a waterproof substrate and reinforcement concrete used in common, to prevent a basement body from moisture and mold by the waterproof protection. SOLUTION: A newel post 1-1 is driven in the ground and a sheet pile 1-2 is closely arranged between a building body and the post 1-1 to form a substrate form of a waterproof layer for a wall and also an external side form used in common. When water has sprung from the ground, a water passage or the like to drain the water to the outside is arranged to remove it and when cutting-off it, leveling concrete 2 is placed on the bottom to form a water proof substrate layer of the floor. A waterproof sheet 3-1 is stuck to the form to form an integral waterproof layer of the floor and the wall and then a foaming resin 3-2 is sprayed thereon. Subsequently, concrete 4-2 is placed on the floor to solidify the bottom bed, and the reinforcements 4-1 of the upper part of the wall and the ceiling are integrally formed and concrete 4-2 of the inside form 5 is integrally placed. And further, after curing of the building body, the foam layer 3-2 and the sheet 3-1 are stuck to the rest external waterproof ceiling and wall. In this way, the waterproof work of basement is finished.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、構築地が湧水地盤状
況下にあっても、外防水して快適な住環境を作る事であ
り、現場また工場で製作のいずれの時も、漏水や結露を
外側にて遮断する。用途毎に使用の仮設部材を合理的に
使うもので、本来の山止め擁壁役と共に、鉄筋コンクリ
ート枠及び防水下地を一つの兼用の型枠とする。兼用枠
は埋め殺して活用する。この枠内に地下室本体を造り防
水材で包み込み、簡便で安く造るものである。本格的な
地下室を、外防水して安くて早くの経済的な製造方法に
関するものである。
[Industrial application] The present invention is to create a comfortable living environment by waterproofing outside even when the construction site is under spring ground conditions. Or to block condensation on the outside. The temporary members used for each purpose are used rationally, and the reinforced concrete frame and the waterproof substrate are used as a single formwork together with the original role of the retaining wall. The combined use frame will be buried and used. The main body of the basement is built in this frame and wrapped in waterproof material to make it simple and cheap. It relates to a cheap, fast and economical method of manufacturing a full-scale basement by waterproofing it outside.

【0002】[0002]

【従来の技術】従来より専門家の常識では、地下室の止
水は無理と信じ、説明される殆どの人々も、疑問を抱か
ず、むしろ漏水を当然と容認し利用範囲も非居住が多か
った。構築には極力湧水の無い地盤地を選択し、湧水あ
る時は排水場を設けて行う等の環境関連機器が多数採用
されている。設置は当然で、なお文化的でステータスと
もみられている。完成後の室内側防水方法では、長期の
水圧荷重に防水層の損壊剥離を招き、発生の漏水結露で
不快な住環境となり、事後対策ための多額な環境設備投
資と更にメンテナンスは必然で多額な維持費を要してい
た。多額な資金投下の割りに不満が多すぎる。完成の住
宅環境もしかりであるが、手法も山止め撤去が常識のた
め余分な掘削や埋戻しそして使用型枠の採用数で損して
いる。目的と手段そして価格の面をみて、健康的で快適
な住宅環境を重視した地下室、本格的な地下室、そのう
え経済的な大衆価格で造る地下室の製造方法が開発され
ていない。
2. Description of the Related Art Conventionally, it is believed by experts that it is impossible to stop water in a basement, and most of the people who explain it do not have any doubt. . A lot of environment-related equipment has been adopted for construction, such as selecting a ground with no spring as much as possible and installing a drainage site when there is spring. The installation is natural and still seen as cultural and status. The indoor waterproofing method after completion will cause damage and peeling of the waterproof layer due to long-term water pressure load, resulting in an unpleasant living environment due to water leakage and condensation, and a large amount of environmental equipment investment and further maintenance are inevitable for subsequent measures. It required maintenance costs. There is too much dissatisfaction for the large amount of money invested. Although the housing environment is complete, the method is also common in that the removal of mountain sills is a common practice, so extra drilling, backfilling, and the number of molds used have resulted in loss. In terms of purpose, means, and price, a method of manufacturing a basement that emphasizes a healthy and comfortable housing environment, a full-scale basement, and a basement that is built at an economical mass price have not been developed.

【0003】[0003]

【発明が解決しようとする課題】[Problems to be Solved by the Invention]

イ.地下室は、漏水を認める事が基本で、湿気が多くカ
ビの発生があり住環境としては健康的ではなかった。 ロ.室内環境改善のための、処理対策の設備資金を要
し、運転維持費が必要でそれも永続的な固定の経済的負
担があった。 ハ.専門家の努力不足や機械設備を伴う等で、地下室は
高価格の先入観念があり、経済的な普及品価格で提供
の、本格的な製造ができなかった。 ニ.山止め撤去方式は、作業空間場所を要していて狭い
土地の設置に不適で、土地の有効利用できなかった。 ホ.山止め撤去方式は、余分な掘削をして土砂の処分量
を増やし搬出搬入による道路事情処分場に影響を与え、
埋め戻し用土を要し経済的に高くなる原因となってい
る。また用土の安定地盤化に時間を要してる。 チ.住環境の改善を必要の設備機械の設置は、コンクリ
ート表面に出てくる水を室内側で止める方法に起因す
る。 本発明は、これらの欠点を解決するために発明されたも
のである。
I. In the basement, it was basically unacceptable as a living environment because it was leaking water and was humid and moldy. B. To improve the indoor environment, it required equipment funds for treatment measures, operation and maintenance costs, and a permanent fixed economic burden. C. Due to lack of efforts by specialists and mechanical equipment, the basement had a preconception of high price, and it was not possible to do full-scale production provided at an economical popular price. D. The mountain barrier removal method requires a work space and is not suitable for setting up a small land, and the land cannot be effectively used. E. The mountain stop removal method increases the amount of earth and sand disposal by excavating extra, affecting the road condition disposal site by carrying in and out,
This requires soil for backfilling, which is economically expensive. In addition, it takes time to stabilize the soil. J. The installation of equipment and machinery that requires improvement of the living environment is due to the method of stopping the water that emerges on the concrete surface inside the room. The present invention has been made to solve these disadvantages.

【0004】[0004]

【課題を解決するための手段】従来の地下室の欠点を解
決する基本は、山止め活用の外防水方法を特徴とする。
工作地(6)に親柱(1〜イ)を打ち込み、掘削しつ
つ、柱間に矢板(1〜ロ)を順次隙間を出さないように
取り付け基本を図2とする。壁の防水層下地型枠である
と共に、コンクリート打ち込み外側兼用枠(1)であ
り、地盤良好で山止め不要の時は簡略な木枠合板枠を木
ねじ釘等で構成の図3とする。これらの型枠を埋め殺し
とする。そして、底部を割栗石等で安定水平地盤とし、
湧水状況により物体外部(6)に、導水路や釜場を設け
揚水排除する。止水の必要時には地盤強化剤等で止水処
理する。掘下地山(6)底部の捨てコンクリート(2)
で固め床の防水層下地とし、墨だしをする。型枠(1〜
イ・1〜ロ)に防水シート(3〜イ)を接着剤で相互に
張り合わせ、床と壁一体のシームレス防水層を造り構造
躯体の防水容器とする。壁シートは、天井部分の接合に
備えて重ね代を伸ばしておく。防水シート(3〜イ)
に、プロテクターと断熱と二重防水兼用の樹脂系発泡材
(3〜ロ)を均一に重ね吹き密着させる。構造躯体
(4)の鉄筋(4〜イ)を、床と壁の下端そして必要な
場合の地中梁と共に、一体化して、コンクリート(4〜
ロ)を床部分に必要厚に打ち底盤を固める。続いて、残
りの壁上部と天井の鉄筋(4〜イ)を組み一体化する。
次ぎに本躯体を成す壁と天井の内側コンクリート型枠
(5)を設置する。そしてコンクリート(4〜ロ)を壁
から天井の順に一体打ち込みをして躯体造りは完了す
る。残りの外防水の天井部分と壁の一部は、躯体コンク
リート凝固後、発泡層(3〜ロ)シート層(3〜イ)を
付けて防水工事完了とする。更に堅固な地下避難所等と
する場合は、図1記述及び図4の型枠(1)防水層
(3)躯体(4)で構成されたものに、加える防水層
(3)躯体(4)の工事を繰り返し多重にする事で、品
質と耐久性を増強して製造する。多重の時には、防水層
の発泡剤(3〜ロ)を省略して行う方法も採用する。以
上製造材種は、山止め柱には木材・鉄パイプ・レール・
H型鋼・トレンチシート・シートパイル、矢板は木材・
合板・鉄板、防水層はゴム系シート・樹脂系シート・接
着剤はゴム系テープ・樹脂系溶剤、吹付発泡剤は樹脂系
・ゴム系より選択する。但し、方法を違えず目的達成に
は、材採用の拘束をせず全て使用する温故知新形とす
る。以上の構成からなる型枠埋め殺しによる外防水地下
室。
The basis for solving the drawbacks of the conventional basement is characterized by an outside waterproofing method utilizing a cleat.
Fig. 2 shows the basic installation of the parent pillars (1 to a) on the work site (6) while excavating them while mounting the sheet piles (1 to b) between the pillars so as not to sequentially leave a gap. As well as the waterproof layer foundation mold for the wall, it is also the concrete driving outside frame (1), and when the ground is good and no cliffs are needed, a simple wooden frame plywood frame is constructed with wooden screw nails etc. as shown in FIG. These formwork will be buried. And make the bottom part a stable horizontal ground with split stones, etc.
Depending on the spring water condition, a water conduit or a cauldron is provided outside the object (6) to remove pumping water. When it is necessary to stop the water, use a ground strengthening agent to stop the water. Dug ground (6) Abandoned concrete at the bottom (2)
Harden with and use as a base layer for the waterproof layer of the floor, and then add ink. Formwork (1-
The waterproof sheets (3 to a) are attached to the a. To 1) with an adhesive to form a seamless waterproof layer integrated with the floor and a wall to form a structural container waterproof container. The wall sheet should be stretched in preparation for joining the ceiling part. Waterproof sheet (3 to a)
Then, the protector, the heat insulation and the double-waterproof resin-based foaming material (3 to B) are uniformly blown and adhered. Reinforcing bars (4 to a) of the structural frame (4) are integrated with the floor and the lower ends of the walls and the underground beams, if necessary, into concrete (4 to
(B) Strike the bottom part to the required thickness and harden the bottom plate. Next, the upper part of the remaining wall and the reinforcing bars (4 to a) of the ceiling are assembled and integrated.
Next, the inner concrete formwork (5) for the walls and the ceiling that form the main body is installed. Then, concrete (4 to B) is integrally driven in order from the wall to the ceiling to complete the building of the body. The remaining outer waterproof ceiling part and part of the wall are solidified with a skeleton concrete, and then a foam layer (3-b) and a sheet layer (3-a) are attached to complete waterproofing work. In the case of a more solid underground shelter, the waterproof layer (3) body (4) to be added to the one composed of the formwork (1) waterproof layer (3) body (4) shown in FIG. 1 and FIG. By repeating and repeating the work of, the quality and durability are enhanced to manufacture. When multiple layers are used, a method of omitting the foaming agent (3 to b) of the waterproof layer is also adopted. The above production grades include timber, iron pipes, rails,
H-shaped steel, trench sheet, sheet pile, sheet pile is wood
Select plywood, iron plate, rubber sheet / resin sheet for waterproof layer, rubber tape / resin solvent for adhesive, and resin / rubber for blowing foaming agent. However, in order to achieve the objectives without changing the method, we will adopt a new type of unknowing knowledge that does not restrict the use of materials. An outer waterproof basement with the above-mentioned structure filled with formwork.

【0005】[0005]

【作用】本発明は、地下室躯体(4)を外防水(3)し
て、湿気をとりカビの発生を押え、快適な室内環境を作
るものである。外防水(3)する事で除湿機器や排水設
備を軽減するもので、本格的地下室が従来の業者でも簡
単に出来るものである。山止め(1)不撤去での掘削量
の軽減を図る、早くて安くするものである。埋戻の不要
は地盤保護に寄与するもである。山止め(1)を本来の
役目とコンクリート型枠と防水層下地の三役兼用枠とす
るもので、早くて安く作るものである。防水層(3)内
の躯体(4)のコンクリートは水分放散と浸透水が皆無
により、液状持続性が良く隅々に行き渡り丈夫で正確に
打ち込めるものである。防水層(3)内での凝固気化熱
の発散が良く補給水がないので乾燥時間が早く、堅練り
コンクリートの使用を容易にし強度アップ出来る事であ
る。躯体(4)の被服膜(3)は、地下水との融合や風
雨との風化作用よりセメント成分湧出から保護するもの
で、鉄筋の酸化を防止して躯体の耐用年数を延ばすもの
である。躯体(4)亀裂の発生には柔軟な防水層で防止
し、併せて修復も止水技術で解決でき耐用年数を延ばす
ものである。基礎兼用とすれば、大震災が予想され警戒
の都市部で増加傾向の地下室に合致していて、上部の建
築物の耐用年数を延ばしシェルターとして有効なもので
ある。
According to the present invention, the basement skeleton (4) is externally waterproofed (3) to absorb moisture and suppress the generation of mold, thereby creating a comfortable indoor environment. By waterproofing outside (3), dehumidifying equipment and drainage facilities are reduced, and even a conventional contractor can easily make a full-scale basement. Mountain stop (1) It aims to reduce the amount of excavation without removal, making it quick and cheap. The need for backfilling also contributes to ground protection. The mountain stopper (1) has an original role, a concrete formwork, and a frame that also serves as a waterproof layer base, and it is fast and cheap to make. The concrete of the skeleton (4) in the waterproof layer (3) has a good liquid sustainability and is durable and accurate to be cast accurately because it has no water diffusion and no permeated water. Since the heat of vaporization and vaporization in the waterproof layer (3) is well dissipated and there is no make-up water, the drying time is fast and the hardened concrete can be used easily and the strength can be increased. The coating film (3) of the skeleton (4) protects the cement components from seeping out by fusion with groundwater and weathering with wind and rain, and prevents oxidation of the reinforcing bars to extend the service life of the skeleton. The flexible waterproof layer prevents the occurrence of cracks in the body (4), and at the same time repairs can be resolved by water-stopping technology, extending the useful life. If it is also used as a foundation, it matches the increasing number of basements in urban areas where a great earthquake is expected, and it is effective as a shelter because it extends the useful life of the upper building.

【0006】[0006]

【実施例】以下、本発明の実施例について説明する。東
京都荒川区東尾久8丁目の個人住宅、地下1階の鉄筋コ
ンクリート造り49m、地上3階の述べ147m
造建築の個人住宅である。地盤は軟弱で地耐力は3、掘
削深さ230cm、地下水の状況は道路面を基準とし
て、180cm、浸透水高さ60cm、湧水水位160
cm、天端高さ地上80cmである。従来の地下室では
快適な住環境を得ずと周辺状況から判断され、考案の山
止めを埋め殺す外側防水の方法で実施した。当該物件は
十分な天井高があり天井シート省略の全体凹形とした。
現場(6)は山止めを必要とし、150×150×7×
10mmのH形鋼の親柱(1〜イ)を間隔±1800m
m、松矢板(1〜ロ)±200×40mmで掘り下げつ
つ取り付け一体の埋殺防水層下地(1)とし、底の床部
分(2)100mmの捨てコンクリート打ちし、縦と横
の2面防水層下地を形成した。必要の釜場を場外に設け
揚水して排除した。重要なポイントである縦の壁シート
(3〜イ)張り付けの成否はメーンシートの垂れ下がり
剥離であるが、接着向上のため捨て張りシートを採用
し、接着テープでH形鋼(1〜イ)に松矢板(1〜ロ)
には両端部をエアータッカー針で止め、その後床壁全面
のプライマー処理した。接着テープと樹脂接着剤を併用
し、メーンシート(3〜イ)を相互に捨て張りシート及
び床及び壁型枠(1)の全面に重ね張りし箱状凹形のシ
ームレスシート防水層(3)を形成した。防水層シート
(3〜イ)を保護する保護層(3)を、発泡ウレタン樹
脂(3〜ロ)20mm厚を密着吹き付けし重ねて一体化
した。保護層(3)はその後の鉄筋工や型枠大工の不注
意事故の損壊保護であるが、また特性の高機密な断熱そ
して二重防水の層を兼用させた。その後の躯体(1)は
金融公庫提出の設計図に基づく従来の鉄筋コンクリート
方法を基本とした。尚、防水層内(3)は暖かく体が汚
れないと作業者に好評だった。型枠(1)には外部水の
侵入が無く、コンクリートのドロドロの液状が持続し凝
固時間を要するが、乾燥時間の早いことを発見した。作
業性、仕上がりも均一で良好な結果を得られた。この液
状持続は、少水硬練りの強度を増す事を発見した。山止
め(1)埋殺しの結果、掘削の土砂21mの廃棄と埋
戻しの軽減で山止め(1)撤去とH形鋼(1〜イ)使い
捨ては費用的に相殺し工期の短縮利益と敷地の地盤保護
でもあった。採用の材種類は、防水シート2mm厚の加
硫ゴム、下張り1mm厚の加硫ゴムシート、接着はゴム
系テープと当該施工のため開発した特殊プライマーとエ
ポキシ樹脂接着剤を、浸水剥離試験を行い効果を確認し
て、使用した。実施例を総合すると、山止めを兼用枠と
する外防水によって、第一目的の結露漏水は皆無で湿気
カビの発生を押え快適な室内環境を作り、次に設備を省
略し維持費は無に等しく、更に予算面では、防水工程が
増すも山止め(1)不撤去で相殺し、H形鋼(1〜イ)
矢板(1〜ロ)埋め捨てで土砂量は115mで14m
減少し、2トン車20台分である。本格的な地下室
を、迅速に、堅牢で、普及価格で製造構築する事が実証
できた。従来方法による他業者見積りの2分の1以下で
完成し満足を得た。この方法を営業した処、住宅メーカ
ーの採用の引き合いがあり多数の積算をしている。
Embodiments of the present invention will be described below. It is a private house of 8 chome Higashiokyu, Arakawa-ku, Tokyo, reinforced concrete construction 49m 2 on the first basement, 147m 2 wooden construction on the 3rd floor above ground. The ground is soft and the bearing capacity is 3, the excavation depth is 230 cm, the groundwater condition is 180 cm, the seepage water height is 60 cm, and the spring water level is 160, based on the road surface.
cm, the height of the crown is 80 cm above the ground. It was judged from the surrounding conditions that a comfortable living environment could not be obtained in the conventional basement, and the outside waterproofing method was used to bury the devised mountain stopper. The property has a sufficient ceiling height and is entirely concave with the ceiling sheet omitted.
On-site (6) needs cliffs, 150 × 150 × 7 ×
10 mm H-shaped steel main pillars (1 to a) are spaced ± 1800 m
m, Matsuya board (1 to b) ± 200 × 40mm, while digging down, it is used as a buried waterproof layer foundation (1) that is integrated with the installation, and the floor part of the bottom (2) is 100mm of discarded concrete, vertical and horizontal two-sided waterproofing A layer base was formed. The necessary kettle was installed outside the site and pumped up and removed. The important point is that the vertical wall sheet (3 to a) is successfully attached to the main sheet by sagging and peeling. However, a throw up sheet is used to improve adhesion, and adhesive tape is applied to the H-section steel (1 to a). Matsuya board (1-b)
Both ends were fixed with air tacker needles, and then the entire floor wall was treated with a primer. A box-shaped concave seamless sheet waterproof layer (3) in which main sheets (3 to a) are thrown away from each other using an adhesive tape and a resin adhesive, and the sheets and the floor and wall formwork (1) are overlaid. Was formed. The protective layer (3) for protecting the waterproof layer sheet (3 to a) was adhered and sprayed with a urethane foam resin (3 to b) of 20 mm thickness to be integrated. The protective layer (3) is a damage protection for the careless accident of the reinforcing bar and the carpenter after that, but it also serves as a highly confidential heat insulating and double waterproof layer. Subsequent structure (1) was based on the conventional reinforced concrete method based on the design drawing submitted by the Financial Services Agency. In addition, the inside of the waterproof layer (3) was well-received by the workers because it was warm and did not stain the body. It was discovered that the mold (1) has no intrusion of external water and the liquid muddy concrete continues to require solidification time, but the drying time is short. The workability and finish were uniform and good results were obtained. It has been discovered that this liquid continuity increases the strength of a small amount of water kneading. As a result of the earth stopper (1) burying, 21m 3 of earth and sand excavated by excavation and reduction of backfilling, the mountain stopper (1) removal and H-section steel (1 to a) disposables are offset in cost and shortening the construction period. It was also the ground protection of the site. The type of material adopted is a waterproof sheet 2 mm thick vulcanized rubber, an underlayer 1 mm thick vulcanized rubber sheet, and adhesive is a rubber tape and a special primer and epoxy resin adhesive developed for this construction are subjected to a water immersion peeling test. After confirming the effect, it was used. To summarize the examples, the outer waterproofing that also serves as a mountain stopper prevents the first purpose of dew condensation and leakage, suppresses the occurrence of moisture mold, and creates a comfortable indoor environment. Equally, and on the budget side, although the waterproofing process increases, it is offset by the mountain stopper (1) not removed, H-section steel (1 to a)
The sheet pile (1 to 2) is buried, and the amount of sediment is 115 m 3 and 14 m
This is a decrease of 3, which is equivalent to 20 2-ton vehicles. We were able to demonstrate that a full-scale basement can be quickly and robustly manufactured and constructed at a popular price. It was completed with less than half the quotation of other companies estimated by the conventional method and was satisfied. There are inquiries for the adoption of a housing manufacturer when this method was opened, and a large number is calculated.

【0007】[0007]

【発明の効果】本発明を採用する事で、室内への水や水
蒸気の侵入の原因を断って、地下室需要の増加の傾向
に、従来の業者であっても簡単に安く造れる。また、高
機密で堅牢で、良好な快適な環境をつくり、使用目的を
拘束されない寝室などの居住用にできる。躯体ごと包
む、耐候性柔軟性に優れたシートの他にウレタン発泡
で、更に安全策をとって防水は完璧で安心である。開発
の特種プライマー採用による万全なシームレス接着に信
頼性を向上させていて、この目的の他に他用途な方面に
役立てられる。より向上を求めて記述製品の他、開発新
製品や異種のものから選択して、拘束させずに市場品よ
り選択して採用でき利便発展性がある。土地の有効活用
を果たしてなお安く早くのを多用途兼用埋め型枠で達成
した、簡単そして合理的方法で業者に利益を与え顧客は
満足を得る抜群の普及要素を含んでいる。副次的な発見
だが、防水層のコンクリート性能の当初ドロドロ液状時
間が増し、同時にまた凝固熱の発散状況がよく乾燥は早
くなり、少水硬練り採用で躯体強度を増す方法が採用出
来て構造の耐久性能の増強に寄与する。
EFFECTS OF THE INVENTION By adopting the present invention, the cause of water or water vapor entering the room can be turned off, and the demand for the basement can be increased, so that even a conventional contractor can easily and cheaply make it. In addition, it is highly confidential and robust, creates a good and comfortable environment, and can be used for living such as bedrooms where the purpose of use is not restricted. In addition to the weather-resistant and flexible sheet that wraps the entire body, urethane foam is used. The developed special primer is used to improve the reliability of perfect seamless adhesion, and it is useful for other purposes besides this purpose. In addition to the products described for further improvement, new development products and different products can be selected and adopted from market products without restraint, which offers convenience and development. It has achieved the effective use of land, which is cheaper and faster, with a multi-purpose embedded formwork, which provides a simple and rational method for profiting the contractor and the customer's satisfaction. Although it is a secondary discovery, the initial muddy liquid time of the concrete performance of the waterproof layer increases, and at the same time, the heat of solidification heat is radiated more quickly and drying is faster, and the method of increasing the strength of the core by using a small amount of water kneading can be adopted. Contributes to the enhancement of the durability performance of.

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成8年6月27日[Submission date] June 27, 1996

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】全文[Correction target item name] Full text

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【書類名】 明細書[Document Name] Statement

【発明の名称】 地下室の外防水工法[Title of Invention] Outside waterproofing method for basement

【特許請求の範囲】[Claims]

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明の山止め埋設工法は、
本来山止め擁壁役の仮設資材であるものを、防水下地及
び鉄筋コンクリート兼用の外側型枠とし、余分な掘削及
び埋戻しを不要にするものである。
BACKGROUND OF THE INVENTION
Originally a temporary material used as a mountain retaining wall, it is an outer formwork that also serves as a waterproofing base and reinforced concrete, and does not require extra excavation and backfilling.

【0002】構築地が湧水地盤状況下には、躯体外部に
排水釜場を設置し排水機械設備により処理し防水層施工
面の止水を施し、山止め枠及び底盤のコンクリートに防
水シートを張付ける
When the construction site is in the spring ground condition, a drainage kettle is installed outside the skeleton and treated by drainage machinery to stop the waterproof layer construction surface, and a waterproof sheet is applied to the concrete of the mountain stop frame and the bottom plate. Stick

【0003】建築基準法の最低4mの狭い接面道路の小
区画構築現場に本発明の方法は小型機械の搬入運転で対
応し施工を可能にする。
The method of the present invention can be applied to the construction site of a small section of a road with a narrow road of at least 4 m according to the Building Standards Act by carrying in a small machine.

【0004】地下構築物全般に渡り、外防水工法はコン
クリートのセメント成分を酸性雨及び地下水に侵食され
る事から防止し、保護する侵食防止工法である。
The outer waterproofing method is an erosion preventing construction method for protecting and protecting concrete cement components from being eroded by acid rain and groundwater over all underground structures.

【0005】地下構築物全般に渡り、外防水工法は金属
類の地中電流を遮断し、電気腐食の発生を抑止する電食
防止工法である
[0005] Over the entire underground structure, the outer waterproofing method is an electrolytic corrosion preventing method that cuts off the underground current of metals and suppresses the occurrence of electrical corrosion.

【0006】該防水シートは、コンクリート亀裂が生じ
た場合柔軟にシームレスに覆い包み防水能力を保ち持続
し、漏水及び結露を防止する現場並びに工場生産のいず
れの時も外側にて防水する製造方法に関するものであ
る。
[0006] The waterproof sheet relates to a manufacturing method in which, when concrete cracks occur, the waterproof sheet is wrapped in a seamless manner to maintain the waterproof ability and to prevent water leakage and dew condensation, and to prevent water leakage on the outside both in the field and in factory production. It is a thing.

【0007】[0007]

【従来の技術】従来より専門家の常識では、地下室の漏
水結露は当然とされ、説明される殆どの人々も疑問を抱
かず、むしろ漏水を容認し構築には極力湧水の無い地盤
地を選択し、湧水ある時は排水場を付帯し設け除湿機等
の環境機器を多数採用し、利用範囲も非居住が多かっ
た。
2. Description of the Related Art Conventionally, it has been common knowledge by experts that leakage and dew condensation in the basement is natural, and most of the people who explain it do not have any doubt. When spring water was selected, a drainage area was attached and a large number of environmental equipment such as dehumidifiers were used, and the usage range was often non-resident.

【0008】これら排水及び除湿機設置は、当然よりも
むしろ文化的でステータスともみられていて、経済的損
失をしている。
[0008] These drainage and dehumidifier installations are viewed as cultural and status rather than natural and are economically costly.

【0009】地下室躯体完成後の、張付け又は吹付け或
いは塗装による室内側防水方法では、コンクリート自信
の持つ通気性及び微細な亀裂の浸水結露の完全な対応は
不可能で、その都度のメンテナンスを伴っている。
With the indoor waterproofing method by applying or spraying or painting after the basement building is completed, it is impossible to completely cope with the breathability of concrete and the infiltration and condensation of fine cracks, and maintenance is required each time. ing.

【0010】室内防水方法は、外部の長期に及ぶ水圧長
期荷重により防水層内部処理層が圧迫に耐えられず損壊
剥離を招き、発生する漏水及び結露で不快な住環境とな
り事後対策の多額な維持費を要している。
The indoor waterproofing method is such that the waterproof inner layer cannot withstand pressure due to a long-term hydrostatic long-term load, causing damage and peeling, resulting in an unpleasant living environment due to water leakage and dew condensation, and a large amount of post-measure measures are required. It costs money.

【0011】構築地を余分に掘削して山止めし、該山止
めを撤去するのは常識のため多量の掘削土砂の処理及び
埋戻しを必要とし、また埋戻し工事の異物混入を完全に
回避できず、その異物の存在の確認も不可能である。
Excessive excavation of the construction site to stop the mountain and removal of the mountain stop requires common knowledge that a large amount of excavated earth and sand must be treated and backfilled, and foreign material contamination during backfilling work must be completely avoided. It is impossible, and it is impossible to confirm the existence of the foreign matter.

【0012】多額な資金投下の割りに不満が多すぎるの
は、不完全な後処理の内側防水に起因し、健康的で快適
な住宅環境を重視した、大衆価格で造る本格的な地下室
の製造方法が開発されていない。
Too much dissatisfied with the large amount of money invested is due to the imperfect waterproofing of the inner surface of the post-treatment, and the manufacture of a full-scale basement at a mass price that emphasizes a healthy and comfortable housing environment. No method has been developed.

【0013】[0013]

【発明が解決しようとする課題】地下室は、漏水を認め
る事が基本で、湿気が多くカビの発生があり住環境とし
ては健康的配慮に欠けているのは当然で、その解決の室
内環境改善の処理対策設備資金を要し運転維持費が必要
で、それも永続的な固定の経済的負担がある。
[Problems to be Solved by the Invention] It is natural that the basement is to admit water leakage, and it is natural that it is humid and moldy and lacks health consideration as a living environment. The treatment costs of equipment require facility capital and operation and maintenance costs, which also have a permanent fixed economic burden.

【0014】専門家の努力不足や機械設備を伴う等で、
地下室は高価格の先入観念があり、経済的な普及品価格
で、提供の本格的な製造ができない。
[0014] Due to lack of efforts of specialists and accompanying mechanical equipment,
The basement has a high-priced preconception, an economically popular price, and it is not possible to manufacture it in earnest.

【0015】山止め解体撤去方式は、作業空間場所を要
していて、狭い土地の設置に不適で、余分な掘削をして
土砂の処分量を増やし、また搬出搬入による道路事情及
び処分場に影響を与えている。埋め戻し用土の地盤安定
化に時間を要し経済的にも高くなる原因となっている。
The mountain stopper dismantling and removal method requires a work space place and is not suitable for setting up a small land, and excavates extra to increase the disposal amount of earth and sand, as well as road conditions due to carrying in and out and disposal sites. Have an impact. It takes time to stabilize the ground for the backfill soil, which is a cause of high cost.

【0016】湿気を排除して住環境の改善の環境設備機
設置は、コンクリート表面に出てくる結露を室内側で止
める方法に起因している。コンクリートの微細なヒビ割
れは即漏水の原因となり不安を残し、不完全なもので本
発明は、これらの欠点を解決するために発明されたもの
である。
The installation of environmental equipment to improve the living environment by eliminating moisture is due to the method of stopping the dew condensation appearing on the concrete surface inside the room. Fine cracks in concrete cause immediate leakage of water and leave anxiety, and the invention is incomplete, and the present invention was devised to solve these drawbacks.

【0017】[0017]

【課題を解決するための手段】従来の地下室の欠点を解
決する基本は、山止め活用の外防水方法を特徴とする。
工作地(6)に親柱(1〜イ)を打ち込み、掘削しつ
つ、柱間に矢板(1〜ロ)を隙間無く取り付けて、図2
を基本とする壁の防水層下地型枠であると共に、コンク
リート打ち込み外側兼用枠(1)である。地盤良好で山
止め不要の時は簡略な木枠合板枠図3とする。これらの
型枠を埋殺しとする。
The basis for solving the drawbacks of the conventional basement is characterized by an outside waterproofing method utilizing a cleat.
While driving the main pillars (1 to a) into the work site (6) and excavating, the sheet piles (1 to b) are attached between the pillars without any gaps, and FIG.
It is a base layer for waterproof layer of the wall, which is basically used as well as a frame (1) for combined use with concrete. When the ground is good and there is no need for cliffs, use a simple wooden frame and plywood frame Figure 3. These formwork will be buried.

【0018】湧水の発生には躯体となる外部に排水処理
の導水路と揚水窯場を設け、底盤は割栗石及び砂利、更
に必要の場合は地盤強化剤で地盤安定を図り水を排除す
る。
To generate spring water, a drainage canal and a pumping kiln will be installed outside, which will be the body, and the bottom will be split stone and gravel, and if necessary, ground reinforcement will be used to stabilize the ground and eliminate water. .

【0019】止水の必要時には地盤強化剤及び樹脂硬化
剤で止水処理する。掘下地山(6)底部の捨てコンクリ
ート(2)で固め、床の防水層下地とし、墨だしをす
る。
When water stoppage is required, water stoppage treatment is performed with a ground strengthening agent and a resin curing agent. Solidify with abandoned concrete (2) at the bottom of the excavation base pile (6), and use it as a waterproof layer base for the floor, and then use black ink.

【0020】型枠(1〜イ・1〜ロ)に防水シート(3
〜イ)を接着剤で相互に張り合わせ、床と壁一体のシー
ムレス防水層を造り構造躯体の防水容器とする。壁シー
トは、天井部分の接合に備えて重ね代を伸ばしておく。
A waterproof sheet (3
~ A) are attached to each other with an adhesive to form a seamless waterproof layer that is integrated with the floor and wall to form a structural container waterproof container. The wall sheet should be stretched in preparation for joining the ceiling part.

【0021】型枠に湿気が多く直接接着不能の場合は、
シートの重ね代を余分に取りタッカー又は押さえ板と釘
ビスで矢板に固定し、シートとシート相互はゴム両面粘
着テープで全体をシームレスに接着する。必要の場合は
該粘着テープに、エポキシ樹脂等の接着剤を加え併用す
る。
If the mold is moist and cannot be directly bonded,
Take extra sheet stacking margins and fix it to the sheet pile with a tucker or pressing plate and nail screws, and seamlessly adhere the sheets to each other with a rubber double-sided adhesive tape. If necessary, an adhesive such as an epoxy resin is added to the adhesive tape and used together.

【0022】防水シート(3〜イ)に、プロテクター及
び断熱、更に二重防水兼用の樹脂系発泡材(3〜ロ)を
均一に重ね吹き密着させる。
On the waterproof sheet (3 to a), a resin foam material (3 to b) which also serves as a protector, heat insulation, and double waterproofing is uniformly blown and adhered.

【0023】構造躯体(4)の鉄筋(4〜イ)を、床と
壁の下端そして必要な場合に設ける地中梁と共に一体化
して、コンクリート(4〜ロ)を床部分に必要厚に打ち
底盤を固める。
The reinforcing bars (4 to a) of the structural frame (4) are integrated with the floor and the lower end of the wall and the underground beam provided when necessary, and concrete (4 to b) is struck on the floor portion to a required thickness. Harden the bottom plate.

【0024】次に、残りの壁上部と天井の鉄筋(4〜
イ)を組み一体化する。続いて本躯体を成す壁と天井の
内側コンクリート型枠(5)を設置する。そしてコンク
リート(4〜ロ)を、壁から天井の順に一体打ち込みを
し、躯体造りは完了する。
Next, the rebars (4 to
B) are integrated and integrated. Then, the inner concrete formwork (5) of the wall and the ceiling forming the main body is installed. Then, concrete (4 to B) is integrally driven in order from the wall to the ceiling, and the building of the body is completed.

【0025】残りの外防水の天井部分と壁の一部は、躯
体コンクリート凝固後、発泡層(3〜ロ)シート層(3
〜イ)を付けて完了する。
The remaining outer waterproof ceiling portion and a part of the wall are formed by foaming layer (3 to b) and sheet layer (3) after solidification of the skeleton concrete.
~ Add a) to complete.

【0026】なお更に堅固な地下避難所等とする場合
は、図1記述及び図4の型枠(1)防水層(3)躯体
(4)で構成されたものに、加える防水層(3)躯体
(4)の工事を繰り返し多重にして、品質と耐久性を増
強して製造する。多重の時には、防水層の発泡剤(3〜
ロ)を省略して行う方法も援用する。
In the case of a more solid underground evacuation shelter, etc., a waterproof layer (3) added to the formwork (1) waterproof layer (3) structure (4) shown in FIG. 1 and FIG. The construction of the body (4) is repeated and repeated to enhance quality and durability. When multiple layers are used, the foaming agent (3 ~
The method of omitting step b) is also applied.

【0027】以上製造材種は、山止め親柱にはH型鋼・
木材・鉄パイプ・レール・並びに防水層下地は矢板に木
材・合板・トレンチシート・シートパイル、鉄板よりと
し、防水層主材はゴム系シート・樹脂系シートそして接
着剤はゴム系テープ・樹脂系溶剤、吹付発泡剤は樹脂系
・ゴム系より選択する。但し、方法を違えず目的達成に
は、材採用の拘束をせず、適当と認められる全ての資材
の中から選択し使用する。以上の構成からなる、型枠埋
め殺しによる外防水地下室。
In the above grades, the H-shaped steel is
Wood, iron pipes, rails, and waterproof layer bases are made of wood, plywood, trench sheets, sheet piles, and iron plates on the basis of sheet piles. The main material of the waterproof layer is rubber sheet, resin sheet, and adhesive is rubber tape, resin sheet. The solvent and blowing foaming agent are selected from resin type and rubber type. However, in order to achieve the purpose without making any difference, the materials are not restricted from being used and selected from all the materials that are considered appropriate. An outer waterproof basement with the above structure by filling in the formwork.

【0028】[0028]

【本発明の実施の形態】本発明は、地下室躯体(4)を
外防水(3)して、湿気を無くしカビの発生を押え、快
適な室内環境を作るものである。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention is to provide a comfortable indoor environment by externally waterproofing (3) a basement skeleton body (4) to eliminate moisture and suppress generation of mold.

【0029】外防水(3)する事で除湿機器や排水設備
を省略し、作業軽減するものである。
By waterproofing the outside (3), dehumidifying equipment and drainage equipment are omitted, and the work is reduced.

【0030】山止め(1)不撤去とした埋設方法により
掘削量の軽減を図り、作業を早く安くするもので、埋戻
しの不要は加えて地盤保護に貢献する。山止め(1)を
本来の役目及びコンクリート型枠並びに防水層下地の三
役兼用枠とする事で、完璧な防水地下室が簡単に出来る
ものである。
[0030] Mountain stop (1) The amount of excavation is reduced by the burying method without removal, and the work is speeded up and the cost is reduced. In addition to the need for backfilling, it contributes to ground protection. A perfect waterproof basement can be easily made by using the mountain stopper (1) as the original function, the concrete formwork, and the dual-purpose frame of the waterproof layer base.

【0031】 防水層(3)内の躯体(4)の流込みコ
ンクリートは完全防水層(3)内となるため、水分の外
部への発散が無くまた外部よりの浸透水が皆無で、液状
持続性があり隅々に正確に打込み作業を可能とする。ま
た防水層(3)内の凝固気化熱の発散が良く、外部より
の補給浸透水を封じて凝固時間が早く、堅練りコンクリ
ートの使用を容易にし、躯体強度の向上に貢献する。
Since the concrete poured into the skeleton (4) inside the waterproof layer (3) is inside the completely waterproof layer (3), there is no escaping of moisture to the outside and no permeated water from the outside, so that it is in a liquid state. It is possible to drive it accurately in every corner. Further, the heat of vaporization of solidification in the waterproof layer (3) is well dissipated, the supplied permeated water from the outside is sealed, the solidification time is short, the use of hard concrete is facilitated, and it contributes to the improvement of the core strength.

【0032】躯体(4)被覆防水層(3)は、地下水及
び酸性雨等の外部浸透液による侵食から、セメント成分
の中和湧出並びに鉄筋の酸化から保護する侵食防止を
し、重要なプロテクターで躯体の耐久性向上に貢献す
る。
The skeleton (4) coating waterproof layer (3) is an important protector to prevent erosion due to external permeating liquid such as groundwater and acid rain, to prevent erosion of neutralization of cement components and oxidation of rebar, and to prevent erosion. Contributes to improving the durability of the body.

【0033】更に地中電流を遮断し、電気腐食から保護
する電食防止効果を発揮し、躯体の耐用年数の延長に貢
献する。
Further, it blocks the underground current and exerts an electrolytic corrosion preventing effect of protecting from electric corrosion, and contributes to the extension of the service life of the skeleton.

【0034】躯体(4)の亀裂発生には、防水シートの
シームレス二重防水層で構成される特質により柔軟に防
水対応の効果持続性を永く保持するものである。
When the skeleton (4) is cracked, the effect of the waterproof double-layer waterproof layer can be maintained for a long time because of the characteristic of the waterproof double sheet.

【0035】[0035]

【実施例】以下、本発明の実施例を説明する。東京都荒
川区の個人住宅、地下1階鉄筋コンクリート造り49m
、地上3階述べ147m木造建築である。
Embodiments of the present invention will be described below. Private residence in Arakawa Ward, Tokyo 49m underground basement reinforced concrete construction
2, a ground 3 Kainobe 147m 2 wooden building.

【0036】今回の実施に先立ち、埼玉県浦和市の湖沼
埋立て分譲地に、自宅新築付随の実験地下室庫を製造
し、防水方法の経験を基に考案したものである。120
cm×240cm×深さ180cmの木造箱に、ゴムシ
ートを接着剤で全部被覆し、地中に埋設し成功する。地
下水位はGL60cmで埋設前の箱は船に等しく浮上
し、排水と埋設時間の競争であり、掘削深度GL160
cmの土地に於いて実施する。
Prior to the implementation of this time, an experimental basement room with a new home was built in a lake land reclamation subdivision in Urawa City, Saitama Prefecture, and it was devised based on experience in waterproofing methods. 120
A wooden box of cm × 240 cm × depth of 180 cm is completely covered with a rubber sheet and is buried in the ground to succeed. The groundwater level is GL 60 cm, and the box before burial floats equally to the ship, which is a competition between drainage and burial time.
Conduct in cm land.

【0037】今回の実施は、道路面基準GLとし、地盤
は軟弱で地耐力は3、掘削深度GL230cm、天端高
GL80cm、地下水湧出GL180cmである。
In this implementation, the road surface reference GL is used, the ground is soft and the ground bearing capacity is 3, the excavation depth GL 230 cm, the crown height GL 80 cm, and the groundwater discharge GL 180 cm.

【0038】周辺状況から湧水は確実と推測でき、従来
の地下室では地水浸透及び結露防止は不可能であり、快
適な住環境を得られないと判断する。考案の山止め埋設
外防水方法で該物件は底部及び4面の壁の5面体の箱形
防水のとして実施する。
From the surrounding conditions, spring water can be assumed to be certain, and it is impossible to obtain a comfortable living environment because it is impossible to prevent groundwater infiltration and dew condensation in the conventional basement. The property will be implemented as a box-shaped waterproof of the pentahedron of the bottom and 4 walls by the waterproof method outside the buried mountain stopper of the invention.

【0039】現場(6)は山止めを必要とし、15cm
×15cm×7cm×肉厚10mmのH形鋼の親柱(1
〜イ)を間隔±180cmとし、松矢板(1〜ロ)±2
00cm×4cmを切断使用し掘り下げつつ取り付け一
体とし、埋殺防水層下地(1)とする。底の床部分
(2)10cmの捨てコンクリート打ちし、縦の壁部と
横の床部5面防水層下地を形成し、必要とした釜場を場
外に2カ所設けポンプ揚水排除する。
The site (6) requires a mountain stopper, 15 cm
× 15 cm × 7 cm × 10 mm thick H-shaped steel main pillar (1
~ A) with an interval of ± 180 cm, pine sheet pile (1 ~ b) ± 2
A piece of 00 cm × 4 cm is cut and used while being dug down to be integrally attached to form a buried waterproof layer base (1). The bottom floor part (2) 10 cm of discarded concrete is poured to form a vertical wall and a horizontal floor 5 side waterproof layer foundation, and two necessary pots are provided outside the site to remove pumping water.

【0040】重要なポイントである縦の壁シート(3〜
イ)張り付けに先立ち、接着向上のためプライマー処理
を施し加え、捨て張りシートを採用しエアータッカー針
で固定する。張付けの成否はメーンシートの垂下がり剥
離であり、ブチルゴム接着テープでH形鋼(1〜イ)に
施工し、松矢板(1〜ロ)には重ね代を多めに取り両端
部をエアータッカー針で固定する。
Vertical wall sheets (3 ~
B) Prior to attachment, a primer treatment is added to improve adhesion, and a discard tension sheet is used and fixed with an air tacker needle. The success or failure of the sticking is the drop-off of the main sheet. It is applied to the H-section steel (1 to a) with butyl rubber adhesive tape, the lap sheet (1 to b) has a large overlap margin, and both ends are air tacker needles. Fix with.

【0041】メーンシートの施工は、捨て張りシートと
共にプライマー処理し、接着テープとエポキシ樹脂接着
剤を併用し、捨て張りシートとメーンシート(3〜イ)
そして重なるメーンシート相互に、床コンクリート更に
壁型枠(1)の全面に箱状凹形のシームレスシート防水
層(3)を形成する。
For the construction of the main sheet, the discard tension sheet and the primer sheet are treated with a primer, the adhesive tape and the epoxy resin adhesive are used together, and the discard tension sheet and the main sheet (3 to a) are used.
Then, between the overlapping main sheets, a box-shaped concave seamless sheet waterproof layer (3) is formed on the entire surface of the floor concrete and the wall formwork (1).

【0042】防水層シート(3〜イ)保護層(3)を、
発泡ウレタン樹脂(3〜ロ)20mm厚に吹付け重ね密
着一体化する。保護層(3)は後の鉄筋工や型枠大工の
不注意の損壊保護及び二次防水併せて高機密な断熱の役
割をする多目的層である。
Waterproof layer sheet (3-a) Protective layer (3)
Foamed urethane resin (3 to B) is sprayed on 20 mm thick to be adhered and integrated. The protective layer (3) is a multi-purpose layer which plays a role of highly confidential heat insulation in addition to the careless damage protection of the later reinforcing bar and formwork carpenter and the secondary waterproofing.

【0043】その後の躯体(1)は住宅金融公庫仕様の
提出設計図に基づく従来の鉄筋コンクリートとする。
尚、防水層内(3)は暖かく体が汚ず作業者に好評であ
る。
The skeleton (1) after that is the conventional reinforced concrete based on the submitted design drawing of the housing finance corporation specification.
It should be noted that the inside of the waterproof layer (3) is warm and the body is not polluted, and is popular with workers.

【0044】コンクリート流し込み時の型枠(1)には
該コンクリート以外の外部水の侵入が無く、コンクリー
トのドロドロの液状が持続し、凝固時間の永さは作業性
に都合よく仕上がりも均一で良好な結果を得られる。凝
固乾燥時間は早く、液状持続は今後の課題の水を減じて
硬練りの強度を増す方法に有効である。
There is no intrusion of external water other than the concrete into the mold (1) when pouring the concrete, the liquid of the concrete continues to be muddy, and the solidification time is good for workability and the finish is uniform and good. You can get great results. The solidification and drying time is fast, and the liquid continuity is effective for the future method of reducing water and increasing the kneading strength.

【0045】山止め(1)埋設の結果は、掘削の土砂2
1mの廃棄と埋戻しの軽減で相殺し、山止め(1)解
体撤去とH形鋼(1〜イ)使い捨ても費用的に相殺し、
工期の短縮と相対的な利益の他、地盤をそのままに安定
させる事につながる。
Mountain stopper (1) The result of burial is the earth and sand 2 of excavation.
1 m 3 of waste and reduction of backfilling offset, mountain stopper (1) dismantling removal and H-section steel (1-a) disposable offsetting costly,
In addition to shortening the construction period and relative benefits, it will lead to stabilizing the ground as it is.

【0046】当該製造に採用材種は、防水シート2mm
厚の加硫ゴム、下張り1mm厚の加硫ゴムシート、接着
はゴム系テープと特殊プライマーとエポキシ樹脂接着剤
を、浸水剥離試験を行い効果を確認して使用する。
The material used for the production is a waterproof sheet of 2 mm.
Use a thick vulcanized rubber, a vulcanized rubber sheet with a thickness of 1 mm, and a rubber tape, a special primer and an epoxy resin adhesive for adhesion after confirming the effect by conducting a water immersion peeling test.

【0047】実施例を総合すると、山止めを兼用枠とす
る外防水によって、第一目的の結露漏水は皆無で、湿気
カビの発生を押え、快適な室内環境を作る。次に設備を
省略し維持費は無に等しい。更に予算面では、防水工程
が増すも山止め(1)不撤去で相殺し、H形鋼(1〜
イ)矢板(1〜ロ)埋め捨てで土砂全体量は115m
で14m減少し、2トン車20台分である。
When all the examples are put together, the outer waterproofing which also serves as a mountain stopper prevents the first purpose of dew condensation and water leakage, suppresses the generation of moisture mold, and creates a comfortable indoor environment. Next, the equipment is omitted and the maintenance cost is nothing. On the budget side, although the waterproofing process increases, it is offset by removing the mountain stopper (1) without removing it.
A) The total amount of earth and sand is 115 m 3 due to the dumping of sheet piles (1 to b)
In 14m 3 decreases, which is 20 units content of 2-ton trucks.

【0048】本格的な地下室を、迅速に、堅牢で、普及
価格で製造構築する事が実証でき、従来方法による他業
者見積りの2分の1以下で完成し満足を得る。該製造方
法の引合いがあり交渉中である。
It can be proved that a full-scale basement can be quickly and robustly manufactured and constructed at a popular price, and it can be completed with less than half of the estimates of other companies by the conventional method and is satisfied. There is an inquiry about the manufacturing method, and negotiations are in progress.

【0049】[0049]

【発明の効果】本発明は以上説明したような形態で実施
され、以下に記載されるような効果を奏する。
The present invention is embodied in the form described above, and has the following effects.

【0051】室内の湿気の原因を断ち結露のない良好な
快適な環境は、地下室需要増加傾向にある中で、使用目
的を拘束されず居住用の本格的地下室が、従来の業者で
あっても安心し容易にできる。
A good and comfortable environment where the cause of moisture in the room is cut off and there is no dew condensation, while the demand for basements is on the rise, even if a full-scale basement for residential use is not constrained for the purpose of use, even if it is a conventional contractor. It's safe and easy.

【0052】土地の有効活用を果たし、合理的方法で業
者に利益を与え、高品質で顧客の満足を得る多くの要素
を含んでおり、価格的にも普及するができる。
It includes many factors that make effective use of land, profit the trader in a rational manner, obtain high quality and satisfy the customer, and can be spread in terms of price.

【0053】大震災時には防火施設を付加する事で、地
上に比較し全消失崩壊を回避し、金庫の役割また最低限
の当座の生活基盤を残すことができる。
In the event of a great earthquake, by adding a fire prevention facility, it is possible to avoid the destruction and destruction of all of the buildings as compared to the ground level, and to leave the role of a safe and a minimum immediate living base.

【0054】大震災時に地上家屋が消失するも耐火性の
地下室が、居住空間を残し借地権消滅から救助できる。
Although the above-ground house disappears in the event of a great earthquake, the fireproof basement can save the living space and save the land lease right.

【0055】基礎兼用は、地下室の利用目的範囲の大震
災警戒区域の都市部に合致し、多目的に有効利用でき
る。
The combined use of foundations corresponds to the urban area of the great earthquake disaster warning area of the purpose of use of the basement and can be effectively used for multiple purposes.

【0056】高断熱の構築であり、寒冷地に最適な生活
空間とするに止まらず、凍結防止及び保温更にその他の
保管庫に活用できる。
Since it is constructed with high heat insulation, it can be used not only as an optimal living space in cold regions, but also for freezing prevention, heat retention, and other storage.

【0057】高断熱の性能は、一定温度管理が容易で、
美術品及び工芸品の文化遺産その他の保管庫に活用でき
る。
The performance of high heat insulation is such that constant temperature control is easy,
It can be used as a storage area for cultural heritage of arts and crafts and others.

【0058】灼熱の南国に構築し、寒冷地における逆の
利用価値を求める冷温及び冷凍庫その他に活用できる。
It can be constructed in a tropical country of scorching heat, and can be utilized as a cold temperature and a freezer or the like for which a reverse utility value is required in a cold region.

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

【図1】本発明の構成の断面図である。1 is a cross-sectional view of a configuration of the present invention.

【図2】本発明の兼用型枠の斜視図である。FIG. 2 is a perspective view of a combined mold of the present invention.

【図3】本発明の木枠合板枠兼用型枠斜視図である。FIG. 3 is a perspective view of a wooden frame plywood frame / formula frame of the present invention.

【図4】本発明の増強する多重構成の断面図である。FIG. 4 is a cross-sectional view of the augmenting multiple configurations of the present invention.

【図5】本発明の断面の斜視図である。FIG. 5 is a perspective view of a cross section of the present invention.

【符号の説明】 1 兼用型枠 1〜イ 兼用型枠親柱 1〜ロ 兼用型枠矢板 2 捨てコンクリート 3 一体防水層 3〜イ 防水層のシート部 3〜ロ 防水層の樹脂部(プロテクター) 4 躯体 4〜イ 躯体の鉄筋部 4〜ロ 躯体コンクリート部 5 内側のコンクリート型枠 6 地山。[Explanation of symbols] 1 combined use form 1-a combined use form main pillar 1-b combined use formwork sheet pile 2 discarded concrete 3 integrated waterproof layer 3-a waterproof layer sheet part 3 -b waterproof layer resin part (protector) 4 Body 4 ~ B Reinforcement part of the body 4 ~ R Body concrete part 5 Inner concrete formwork 6 Ground.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 地下室を漏水や結露を遮断して作るの
に、埋め殺し型枠等で防水層を設け本体を包む事を特徴
とする外防水製造方法。
1. A method for producing an outer waterproofing, characterized in that a basement is provided with a waterproofing layer such as a buried mold to form a basement by blocking water leakage and dew condensation.
JP8100654A 1996-03-15 1996-03-15 Outside waterproof method of basement Pending JPH09250144A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8100654A JPH09250144A (en) 1996-03-15 1996-03-15 Outside waterproof method of basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8100654A JPH09250144A (en) 1996-03-15 1996-03-15 Outside waterproof method of basement

Publications (1)

Publication Number Publication Date
JPH09250144A true JPH09250144A (en) 1997-09-22

Family

ID=14279811

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8100654A Pending JPH09250144A (en) 1996-03-15 1996-03-15 Outside waterproof method of basement

Country Status (1)

Country Link
JP (1) JPH09250144A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009084918A (en) * 2007-10-01 2009-04-23 Hiroshi Saito Underground structure construction method and underground structure constructed by the construction method
CN103981897A (en) * 2014-05-29 2014-08-13 浙江省建工集团有限责任公司 Waterproof construction method of basement exterior wall stiffness pillar
CN104929137A (en) * 2015-07-21 2015-09-23 华东建筑设计研究院有限公司 Pile wall composite structure
CN113006109A (en) * 2021-03-02 2021-06-22 北京住总第一开发建设有限公司 Construction method of foundation pit waterproof curtain of strongly permeable stratum area
WO2022198848A1 (en) * 2021-03-24 2022-09-29 江苏凯伦建材股份有限公司 Construction method of pre-laid waterproof roll lap joint edge of bottom plate and bottom plate side formwork supporting structure
JP7321618B1 (en) * 2023-02-07 2023-08-07 株式会社シェルタージャパン Sidewall structure of underground shelter casing and method for constructing sidewall structure of underground shelter casing

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009084918A (en) * 2007-10-01 2009-04-23 Hiroshi Saito Underground structure construction method and underground structure constructed by the construction method
CN103981897A (en) * 2014-05-29 2014-08-13 浙江省建工集团有限责任公司 Waterproof construction method of basement exterior wall stiffness pillar
CN103981897B (en) * 2014-05-29 2016-06-29 浙江省建工集团有限责任公司 A kind of waterproof construction method of outer wall of basement stiffened column
CN104929137A (en) * 2015-07-21 2015-09-23 华东建筑设计研究院有限公司 Pile wall composite structure
CN113006109A (en) * 2021-03-02 2021-06-22 北京住总第一开发建设有限公司 Construction method of foundation pit waterproof curtain of strongly permeable stratum area
CN113006109B (en) * 2021-03-02 2022-09-09 北京住总第一开发建设有限公司 Construction method of waterproof curtain of foundation pit of highly permeable stratum area
WO2022198848A1 (en) * 2021-03-24 2022-09-29 江苏凯伦建材股份有限公司 Construction method of pre-laid waterproof roll lap joint edge of bottom plate and bottom plate side formwork supporting structure
JP7321618B1 (en) * 2023-02-07 2023-08-07 株式会社シェルタージャパン Sidewall structure of underground shelter casing and method for constructing sidewall structure of underground shelter casing

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