JPS621069B2 - - Google Patents

Info

Publication number
JPS621069B2
JPS621069B2 JP58044374A JP4437483A JPS621069B2 JP S621069 B2 JPS621069 B2 JP S621069B2 JP 58044374 A JP58044374 A JP 58044374A JP 4437483 A JP4437483 A JP 4437483A JP S621069 B2 JPS621069 B2 JP S621069B2
Authority
JP
Japan
Prior art keywords
synthetic rubber
hole
bag
insert
frequency welding
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.)
Expired
Application number
JP58044374A
Other languages
Japanese (ja)
Other versions
JPS59170328A (en
Inventor
Isamu Koshibuchi
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 JP58044374A priority Critical patent/JPS59170328A/en
Publication of JPS59170328A publication Critical patent/JPS59170328A/en
Publication of JPS621069B2 publication Critical patent/JPS621069B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Residential Or Office Buildings (AREA)

Description

【発明の詳細な説明】 本発明は高周波溶着により作成した合成ゴム製
袋を利用した地下物置構築法に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of constructing an underground storeroom using synthetic rubber bags made by high frequency welding.

本発明者は先にビニール袋を利用した地下物置
構築法を発明し特許第931059号(特公昭53−8139
号)を取得した。この特許第931059号の発明は、
予め工場で箱型に作成したビニール袋1の上周縁
角部にたるみ部2を構成し、任意等間隔に腰上げ
布3,3………で貼着懸吊し、これを堀さく穴に
挿入し、内底にコンクリート底板4を挿着し、内
周壁にコンクリートパネル5,5………を積層
し、上部に入孔6を穿つた蓋板7を被覆し、堀さ
く穴を埋め戻して埋設状態に施工することを特徴
とするビニール袋を利用した地下物置構築法であ
る。
The present inventor previously invented a method for constructing underground storage using plastic bags, and was issued a patent No. 931059 (Japanese Patent Publication No. 53-8139).
No.) was obtained. The invention of this patent No. 931059 is
A sagging part 2 is formed at the upper peripheral corner of a plastic bag 1 which has been made into a box shape in advance at a factory, and is hung by attaching waist-raising cloths 3, 3, etc. at arbitrary regular intervals, and this is inserted into the hole to be dug. Insert the concrete bottom plate 4 into the inner bottom, layer the concrete panels 5, 5, etc. on the inner peripheral wall, cover the top with the cover plate 7 with the entry hole 6, and backfill the excavated hole. This is an underground storage construction method using plastic bags, which is characterized by the construction being carried out in a buried state.

しかしながらビニール袋は、伸縮性、柔軟性、
弾力性、耐久性、加工性等において問題のあるこ
とが判つてきた。ビニール袋は伸縮性が不十分
で、伸ばすと穴があいたり破れたりすることが多
い。柔軟性も不十分で曲げることはできるが、弾
力性に欠けている。又耐久性も不十分で日光に当
る部分は特に問題がある。更に加工性においても
ビニールは不十分である。先の特許第931059号の
際には接着剤を用いる等によつて貼着することに
よりビニール袋を作成していたが、接着剤を用い
る形成方法では接着剤中の溶剤が揮発したあと、
接着剤層内にこまかい孔が残る。そのため地下物
置を構築した直後は問題ないが、長時間経過する
と地下物置内に地下水が滲み出てくる。これは溶
剤の揮発した後の孔が原因と考えられる。
However, plastic bags are stretchy, flexible,
It has been found that there are problems with elasticity, durability, workability, etc. Plastic bags do not have sufficient elasticity and often puncture or tear when stretched. It is also not flexible enough, and although it can be bent, it lacks elasticity. Furthermore, the durability is insufficient, and parts exposed to sunlight are particularly problematic. Furthermore, vinyl is insufficient in processability. In the case of the previous patent No. 931059, a plastic bag was created by pasting it with an adhesive, etc., but in the forming method using an adhesive, after the solvent in the adhesive evaporated,
Leaves small holes in the adhesive layer. Therefore, there is no problem immediately after constructing an underground storage, but after a long period of time, groundwater begins to seep into the underground storage. This is thought to be caused by pores created after the solvent volatilized.

上記のような種々の問題点を解決するため、鋭
意研究を重ねた結果、ビニール袋の代りに高周波
溶着により作成した合成ゴム製袋を用いれば問題
点を解決できることが明らかとなり本発明に至つ
たものである。
In order to solve the various problems mentioned above, as a result of extensive research, it became clear that the problems could be solved by using synthetic rubber bags made by high frequency welding instead of plastic bags, which led to the present invention. It is something.

高周波溶着により作成した合成ゴム製袋はビニ
ール袋に比べ次のような利点を有している。すな
わち、伸縮性があり、物置構築中に孔があいた
り、破れたりすることがビニール袋より少ない。
又柔軟性、弾力性があり、物置構築がビニール袋
より容易である。更に又耐久性もよく、特に日光
に当ることがある部分はビニールより優れてい
る。又高周波溶着によつて作成しているので、溶
着面には孔がなく、地下水の漏洩は完くなくなつ
た。ビニールにおける高周波溶着は作業性が悪
く、地下物置構築のためには、ビニールの高周波
溶着は不適当であつた。
Synthetic rubber bags made by high-frequency welding have the following advantages over plastic bags. That is, they are stretchable and less likely to puncture or tear during storage construction than plastic bags.
It also has flexibility and elasticity, making it easier to construct a storage space than plastic bags. Furthermore, it has good durability, especially in areas that are exposed to sunlight, which is better than vinyl. Furthermore, since it was created using high-frequency welding, there were no holes on the welded surface, completely eliminating leakage of underground water. High frequency welding of vinyl has poor workability, and high frequency welding of vinyl is inappropriate for constructing underground storage.

以下本発明につき図によつて説明する。本発明
は予め工場で箱型に高周波溶着により作成した合
成ゴム製袋1の上周縁角部にたるみ部2を構成
し、任意等間隔に腰上げ布3,3………で貼着懸
吊し、これを大体同じ容積に堀さくした堀さく穴
に挿入し、内底にコンクリート底板4を挿着し、
内周壁にコンクリートパネル5,5………を積層
し、上部に入孔6を穿つた蓋板7を被覆し、堀さ
く穴を埋め戻して埋設状態に施工することを特徴
としたものである。8は地土である。合成ゴム製
袋1は予め工場において所要の規格毎に高周波溶
着して箱型に作成しておく。建築物の地下室を構
成しようとする場所に前記合成ゴム製袋の容積よ
り稍大き目の穴を土中に堀さくし、先ず合成ゴム
製袋を穴内に挿入保持せしめ、コンクリート底板
を内底に入れて拡げ、次に合成ゴム製袋の内壁に
沿つてコンクリートパネルを積み壁面を構成する
もので、コンクリート箱体が構成された後、合成
ゴム製袋外周を砂又は埋戻土等で押えるとき、土
の圧密沈下で合成ゴム製袋のシート面が一緒に引
き下げられても、各腰上げ布3,3が途中で切断
してシート面のたるみ部2がゆとりとなつて張力
を和げ、シート面の切断が防止される。従つて施
工に当つて袋の外側に作業者を配する必要なく堀
さく穴も袋と稍同容積で余分に堀さくする必要も
ない。そして地下物置の構成後地下水の浸入は全
くない。
The present invention will be explained below with reference to the drawings. In the present invention, a synthetic rubber bag 1 is made in advance into a box shape in a factory by high-frequency welding, and a slack part 2 is formed at the upper circumferential corner part, and the slack part 2 is attached and hung at arbitrary equal intervals with waist-raising cloth 3, 3... Then, insert this into a hole drilled to approximately the same volume, and insert the concrete bottom plate 4 into the inner bottom.
It is characterized by laminating concrete panels 5, 5, etc. on the inner peripheral wall, covering the top with a cover plate 7 with an entrance hole 6, and backfilling the excavated hole to perform construction in a buried state. . 8 is earth. The synthetic rubber bag 1 is made in advance into a box shape by high frequency welding in accordance with required standards at a factory. A hole slightly larger than the volume of the synthetic rubber bag is dug in the soil in the area where the basement of the building is to be constructed, the synthetic rubber bag is first inserted and held in the hole, and a concrete bottom plate is placed in the inner bottom. Then, concrete panels are stacked along the inner wall of the synthetic rubber bag to form the wall surface.After the concrete box is constructed, when the outer periphery of the synthetic rubber bag is pressed with sand or backfilling soil, the soil Even if the sheet surface of the synthetic rubber bag is pulled down together due to consolidation settlement, each waist raising cloth 3, 3 is cut midway, and the slack portion 2 of the sheet surface becomes loose to relieve the tension, and the sheet surface cutting is prevented. Therefore, there is no need to place a worker outside the bag during construction, and there is no need to drill an extra hole with the same volume as the bag. And after constructing the underground storeroom, there is no infiltration of groundwater.

本願方法によれば、合成ゴム製袋は予め工場で
完全確実な遮水効果を得るよう作成しておくこと
ができ、堀さく孔も小さくてよく、堀戻し後のシ
ートの切断もないから、遮水効果の完全な地下室
が短期間に能率的且安価に構築できる効果があ
る。本発明は、特に予め工場で箱型に高周波溶着
により作成した合成ゴム製袋を利用しているた
め、ビニール袋より伸縮性、柔軟性、弾力性、耐
久性、加工性に優れた地下物置構築法であるの
で、地下物置の利用が一層容易となる効果が得ら
れる。
According to the method of the present application, synthetic rubber bags can be made in advance at a factory to obtain a completely reliable water-blocking effect, the holes to be drilled can be small, and there is no need to cut the sheet after re-drilling. This has the effect that a completely waterproof basement can be constructed efficiently and inexpensively in a short period of time. In particular, the present invention utilizes synthetic rubber bags made in advance into a box shape at a factory by high-frequency welding, so it is possible to construct an underground storage room that is superior in stretch, flexibility, elasticity, durability, and workability compared to plastic bags. Since it is a law, it is possible to obtain the effect of making it easier to use the underground storage room.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の実施態様を示した斜視図であ
る。 1……合成ゴム製袋、2……たるみ部、3,3
……腰上げ布、4……コンクリート底板、5,5
……コンクリートパネル、6……入孔、7……蓋
板、8……地土。
The drawings are perspective views showing embodiments of the invention. 1...Synthetic rubber bag, 2...Sag part, 3,3
...Waist-raising cloth, 4...Concrete bottom plate, 5,5
... Concrete panel, 6 ... Entrance hole, 7 ... Cover plate, 8 ... Soil.

Claims (1)

【特許請求の範囲】[Claims] 1 予め工場で箱型に高周波溶着により作成した
合成ゴム製袋1の上周縁角部にたるみ部2を構成
し、任意等間隔に腰上げ布3,3………で貼着懸
吊し、これを堀さく穴に挿入し、内底にコンクリ
ート底板4を挿着し、内周壁にコンクリートパネ
ル5,5………を積層し、上部に入孔6を穿つた
蓋板7を被覆し、堀さく穴を埋め戻して埋設状態
に施工することを特徴とする地下物置構築法。
1. A synthetic rubber bag 1 is made in advance into a box shape at a factory by high-frequency welding, and slack parts 2 are formed at the corners of the upper periphery, and the bag is attached and suspended at arbitrary equal intervals with waist-raising cloths 3, 3... Insert this into the excavated hole, insert the concrete bottom plate 4 into the inner bottom, stack concrete panels 5, 5...... on the inner peripheral wall, cover the top with a cover plate 7 with an entry hole 6, An underground storage construction method characterized by backfilling the excavated hole and constructing it in a buried state.
JP58044374A 1983-03-18 1983-03-18 Construction of underground depository Granted JPS59170328A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58044374A JPS59170328A (en) 1983-03-18 1983-03-18 Construction of underground depository

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58044374A JPS59170328A (en) 1983-03-18 1983-03-18 Construction of underground depository

Publications (2)

Publication Number Publication Date
JPS59170328A JPS59170328A (en) 1984-09-26
JPS621069B2 true JPS621069B2 (en) 1987-01-10

Family

ID=12689724

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58044374A Granted JPS59170328A (en) 1983-03-18 1983-03-18 Construction of underground depository

Country Status (1)

Country Link
JP (1) JPS59170328A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU196365U1 (en) * 2019-08-12 2020-02-26 Александр Алексеевич Бушков COMBINED REINFORCED CONCRETE WELL

Also Published As

Publication number Publication date
JPS59170328A (en) 1984-09-26

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