JPS6230100B2 - - Google Patents
Info
- Publication number
- JPS6230100B2 JPS6230100B2 JP284781A JP284781A JPS6230100B2 JP S6230100 B2 JPS6230100 B2 JP S6230100B2 JP 284781 A JP284781 A JP 284781A JP 284781 A JP284781 A JP 284781A JP S6230100 B2 JPS6230100 B2 JP S6230100B2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- earth
- blocks
- block
- asphalt sheet
- 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
Links
- 239000010426 asphalt Substances 0.000 claims description 21
- 239000004576 sand Substances 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 4
- 239000004745 nonwoven fabric Substances 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 239000000853 adhesive Substances 0.000 description 5
- 230000001070 adhesive effect Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- ATUOYWHBWRKTHZ-UHFFFAOYSA-N Propane Chemical compound CCC ATUOYWHBWRKTHZ-UHFFFAOYSA-N 0.000 description 4
- 238000010438 heat treatment Methods 0.000 description 3
- 238000005304 joining Methods 0.000 description 3
- 241000251468 Actinopterygii Species 0.000 description 2
- 239000012790 adhesive layer Substances 0.000 description 2
- -1 and disposing debris Substances 0.000 description 2
- 239000002585 base Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000001294 propane Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000002904 solvent Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 229920003051 synthetic elastomer Polymers 0.000 description 2
- 239000012209 synthetic fiber Substances 0.000 description 2
- 229920002994 synthetic fiber Polymers 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 239000005061 synthetic rubber Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000006424 Flood reaction Methods 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Landscapes
- Laminated Bodies (AREA)
Description
【発明の詳細な説明】
本発明は、合成繊維による嵩高な不織布を基材
とする部厚なアスフアルト系シートを風呂敷状に
ひろげ、その中央部で瓦礫、砂粒、砂利、砕石或
いはコンクリート小塊等を包被しつつ、四端面を
加熱、重積することによつて、適宜な一辺と厚さ
を有する方形立方体を形成する如きブロツクを得
るもので、このブロツクを積み重ねることにより
垂直壁面を構成する擁壁、貯水池、水路等を造成
に使用する。DETAILED DESCRIPTION OF THE INVENTION The present invention involves spreading out a thick asphalt-based sheet based on a bulky non-woven fabric made of synthetic fibers in the shape of a wrapping cloth, and disposing debris, sand grains, gravel, crushed stones, concrete blocks, etc. in the center of the asphalt-based sheet. By heating and stacking the four end faces while covering the blocks, a block is obtained that forms a rectangular cube with an appropriate side and thickness, and by stacking these blocks, a vertical wall is constructed. Used for creating retaining walls, reservoirs, waterways, etc.
従来、貯水池、ため池、養魚池などを造成する
に当り、コンクリートを使用する方法が用いられ
ているが、これにはそれらの形状に応じて型枠を
作成し、配筋作業を行なつて後、コンクリートを
流入し、硬化、養生をまつて型枠を除去して目的
物が得られる。 Conventionally, concrete has been used to construct reservoirs, reservoirs, fishponds, etc., but this involves creating formwork according to their shape, and then performing reinforcement work. , concrete is poured in, hardened and cured, and the formwork is removed to obtain the desired object.
このようにして得られたコンクリート製の池そ
の他は、コンクリート中にアルカリが残存するた
め養魚池などに用いるには、さらに長期間放置し
て所謂アク抜きが必要である。従つて、多くの人
員を要し作業が煩雑で工期も長く、経費もかさむ
上、コンクリート中の余剰水分の蒸発による乾燥
キレツの発生が避け難く、漏水するという欠陥が
残されている。 Concrete ponds and the like thus obtained must be left for an even longer period of time to remove the sludge if they are to be used as fish ponds because alkali remains in the concrete. Therefore, many people are required, the work is complicated, the construction period is long, and the cost is high. In addition, it is difficult to avoid the occurrence of dry cracks due to the evaporation of excess water in the concrete, and there are still defects such as water leakage.
このようなことから、素堀りの下地に、直接、
合成ゴムシート、合成樹脂シート類、或いはアス
フアルト系シート類を敷き並べて、シート端部を
接合し、池その他を造成する方法が用いられるよ
うになつた。 For this reason, it is possible to directly apply the
A method of creating ponds and the like by laying out synthetic rubber sheets, synthetic resin sheets, or asphalt sheets and joining the ends of the sheets has come to be used.
合成ゴムシートが合成樹脂シート類の場合、溶
剤を含む接着剤或いは自着層、もしくは溶接によ
るなどの方法で端部を接合する。接着剤を用いる
場合においては、溶剤の揮散の度合と接合作業の
時期を適切になし得ることが困難であり、自着層
による場合でも、シート類の厚みが通常1mm前後
であり、うすく、さらに下地の凹凸により端部の
接合が部分的となる。また、溶接の場合において
も同ようであり、接着強度に欠ける個所が散在す
ることになり、止水が不完全となる問題が残され
ている。 When the synthetic rubber sheet is a synthetic resin sheet, the ends are joined by a method such as an adhesive containing a solvent, a self-adhesive layer, or welding. When using adhesives, it is difficult to adjust the degree of solvent volatilization and the timing of bonding work appropriately, and even when using a self-adhesive layer, the thickness of the sheets is usually around 1 mm, making them thin and Due to the unevenness of the base, the end portions are only partially joined. The same is true in the case of welding, where there are scattered areas where adhesive strength is lacking, leaving the problem that water stoppage is incomplete.
さらに、従来、うす手の合成繊維不織布を基材
とするアスフアルトシートがあるが、これらの材
料は、厚みが1mm前後であり、剛直で延伸性に欠
け、たとえその数枚を積層して用いた場合におい
ても、貯水圧によつて生じる素堀り下地の沈下に
よる大きな変形に追従できず、破断する問題があ
る。また、このような材料を用いて、本発明の如
きブロツクを作成するには、同様に積層する必要
が生じ、煩雑な手間と多大の労力を要する上、前
述の如き問題もあり、垂直壁面を構成することに
は多くの難点があり不可能である。 Furthermore, conventional asphalt sheets are made of thin synthetic fiber nonwoven fabric, but these materials have a thickness of around 1 mm, are rigid and lack stretchability, and even if several sheets are laminated together, they cannot be used. Even in such cases, there is a problem that the concrete cannot follow the large deformation caused by the subsidence of the plain trench foundation caused by the water storage pressure, and it may break. In addition, in order to create a block like the one of the present invention using such materials, it becomes necessary to similarly laminate them, which requires a lot of trouble and effort, and also has the problems mentioned above. There are many difficulties in configuring this, making it impossible.
本発明に使用するアスフアルトシートは、厚み
が大きく、3〜4m/mであり広巾(2m)で延
伸性、耐衝撃性にすぐれ、対象物の形状になじみ
易く、端部の接合は、他の接着剤を用いることな
く、その表面をプロパンガスバーナー等で軽く加
熱することによつて、端部の重ね部分全体が溶融
アスフアルト同志の溶着でなされ両者が完全に一
体化される如くなるため前述の如き欠陥がない。 The asphalt sheet used in the present invention has a large thickness of 3 to 4 m/m, a wide width (2 m), excellent stretchability and impact resistance, and easily conforms to the shape of the object, and the edges are not joined to other sheets. By lightly heating the surface with a propane gas burner, etc., without using an adhesive, the entire overlapping part of the end part is welded together with the molten asphalt, and the two are completely integrated. There are no such defects.
しかし、このアスフアルトシートは、その性質
上金属板、コンクリート板あるいは壁材のように
剛性を有していないため、それ自体で素堀りの堤
体壁面部の土砂、その他の側圧に対抗することが
困難であり、壁面部を傾斜させた、所謂法面を形
成した上で貼り上げねばならなかつた。したがつ
て所要の貯水量を確保するためには壁面を垂直に
形成する場合に比べてより広い面積を掘削する必
要があり、その投棄土砂量が若干ではあるが増加
することとなり、投棄する場所の選定、運搬作業
等に多少の問題があつた。 However, due to its nature, this asphalt sheet does not have the rigidity of metal plates, concrete plates, or wall materials, so it cannot by itself resist the earth and sand and other lateral pressure on the wall of the embankment of a plain excavation. It was difficult to do so, and it was necessary to form a so-called sloping surface by sloping the wall surface before pasting it up. Therefore, in order to secure the required amount of water storage, it is necessary to excavate a wider area than when the wall is formed vertically, and the amount of soil to be dumped will increase, albeit slightly. There were some problems with the selection of materials, transportation work, etc.
本発明は、前記の部厚なアスフアルトシートの
風呂敷状の四端の中の三端を折り包み、この三端
部の重ねしろを加熱接合して、一方が開放された
封筒状体を作り、掘削した土砂などを現場でその
中に充填した後、残りの一端を同様にして封じ、
所要の厚みと辺を有するブロツクを作成し、これ
を積み上げて垂直面を構成する貯水池、水路その
他を造成することに成功したものである。 The present invention involves folding and wrapping three of the four ends of the thick asphalt sheet, heating and joining the overlapping margins of the three ends, and making an envelope-like body with one side open. After filling the excavated earth and sand into it on site, the remaining end is sealed in the same way.
He succeeded in creating blocks with the required thickness and sides and stacking them to create reservoirs, waterways, etc. that form vertical surfaces.
このようにして、本発明の方法によれば、掘削
した土砂その他を運搬、投棄する作業量が減少さ
れ、さらにはブロツクを積み上げた壁体の背後に
掘削した土砂その他を盛土し堤体を形成するな
ど、工夫によつては殆んどの土砂その他を使用す
ることにより、それらの投棄を不要とすることも
可能と考えられる。 In this way, according to the method of the present invention, the amount of work involved in transporting and dumping excavated earth, sand, etc. is reduced, and furthermore, the excavated earth, sand, etc. is embanked behind the wall where blocks are piled up, and an embankment is formed. It may be possible to eliminate the need for dumping by using most of the earth and sand and other materials.
本発明のブロツクを積み上げるには、公知のブ
ロツクの積み上げ方がすべて適用され、ブロツク
は下地やブロツク同志のなじみが良く、上下、横
方向においてアスフアルトによつて接合されるの
で、従来のコンクリートブロツクなどの積み上げ
時のモルタルなどの接着剤を用いて相互の接着を
することなく目地が形成され、目地処理が不要と
なる上、目地部の破壤や漏水が阻止され安定した
垂直面が得られる。 To stack the blocks of the present invention, all known methods of stacking blocks can be applied, and since the blocks have good conformability to the base and each other, and are joined vertically and laterally with asphalt, it is possible to stack blocks using conventional concrete blocks. Joints are formed without mutual adhesion using adhesives such as mortar when stacking up joints, eliminating the need for joint treatment, and preventing breakage and water leakage at the joints, resulting in a stable vertical surface.
このようにして積み上げられたブロツクは、目
地部が止水性を有しているのでそのまま止水壁面
として用いられるが、ブロツク最上部から垂直ブ
ロツク壁面へアスフアルトシートを貼り下げる
か、或いは、予め掘削底面に敷設したアスフアル
トシートと接合し、平滑面を有する、より完壁な
止水性能を具備した池その他が得られる。 Blocks stacked in this way can be used as water-stop walls as they are because the joints have water-stop properties. By joining with the asphalt sheet laid on the surface, a pond or other structure with a smooth surface and more perfect water-stopping performance can be obtained.
さらに、積み上げたブロツク背面に掘削した土
砂その他を充填したり、盛土し、背面に法面を形
成して土砂の有効利用をはかることもでき、ブロ
ツク最上部からこの法面にかけてアスフアルトシ
ートを貼ることによつて、洪水時などの雨水のオ
ーバーフローによる法面の崩壊が防止できる。 Furthermore, it is also possible to fill or embank the back of the stacked blocks with excavated earth and sand, and form a slope on the back to make effective use of the earth. An asphalt sheet can be pasted from the top of the blocks to this slope. This prevents slope collapse due to overflow of rainwater during floods.
本発明のブロツクは、貯水池、溜池、廃水処理
池、取水路、排水路などの造成に用いられるほ
か、河川の護岸、擁壁の造成、法面の保護に用い
られる。 The blocks of the present invention are used for constructing reservoirs, reservoirs, wastewater treatment ponds, intake channels, drainage channels, etc., as well as for constructing river banks, retaining walls, and protecting slopes.
また簡易林道、畔道の造成、または段状の形
成、道路陥没部への充填、道路の路肩部への設置
による雨水の排水溝への誘導、軟弱地盤の改良な
ど宅地造成時の雨水、地下水対策にも用いること
ができる。さらには離島などの船の接岸を容易に
する所の消波、緩衝作用をもつた岸壁の造成、浅
海への投入によつて魚礁の構成も容易である。 In addition, rainwater and groundwater are used when constructing housing lots, such as creating simple forest roads, side roads, or forming terraces, filling road depressions, guiding rainwater to drainage ditches by installing it on the shoulders of roads, and improving soft ground. It can also be used as a countermeasure. Furthermore, it is easy to construct fish reefs by constructing quays with wave-dissipating and buffering effects at places such as remote islands that make it easier for ships to berth, and by placing them in shallow waters.
添付図面により本発明のアスフアルトブロツク
およびアスフアルトブロツクの製造法を説明する
と、第1図は本発明のブロツクBの側面図であ
り、Aは被包する厚手のアスフアルトシートを示
す。第2図はブロツクBの断面図であつて、Cは
袋詰められている土砂、瓦礫、コンクリート小
塊、砕石その他の廃棄物である。また第3図およ
び第4図は製造方法を示すものであつて、正方形
に切断した厚手アスフアルトシートAの対角線1
上に一定の正方形を形成する。如く折り目2によ
り折り曲げ、端末部3を重ね合部3′(図中にお
いて重ね代は省略する)として、この三端末を加
熱、、圧着、接合して封筒状体を形成する(第4
図参照)。そしてこの開放部より土砂や砕石Cを
袋内に充填して蓋4を閉じて貼合せて第1図に示
すブロツクBを成形する。 The asphalt block of the present invention and the method of manufacturing the asphalt block will be explained with reference to the accompanying drawings. Fig. 1 is a side view of the block B of the present invention, and A shows the thick asphalt sheet to be encapsulated. FIG. 2 is a cross-sectional view of block B, and C is the bagged earth and sand, rubble, concrete blocks, crushed stones, and other waste. Moreover, FIGS. 3 and 4 show the manufacturing method, and show the diagonal line 1 of a thick asphalt sheet A cut into squares.
Form a fixed square on top. The end portion 3 is bent along the fold line 2 as shown in FIG.
(see figure). Then, earth and sand or crushed stone C is filled into the bag through this open part, and the lid 4 is closed and bonded to form the block B shown in FIG. 1.
このようにして本発明のブロツクは容易に成形
することができ、またその積み上げ方も公知の方
法が用いられる上、ブロツクの目地処理が不要で
あり、目地部の破壤や漏水がなく、安定した垂直
面が得られ現場掘削土砂などの投棄作業が低減
し、有効利用がなされ、きわめて広い目的、用途
に使用され十分な効果が期待できるので産業上利
するところきわめて大なるものがあると信ずる。 In this way, the blocks of the present invention can be easily molded, stacked using known methods, and do not require joint treatment of the blocks, and are stable without breakage or water leakage at the joints. It is believed that there are great industrial benefits, as a vertical surface can be obtained, the work of dumping soil excavated on-site, etc. can be reduced, and it can be used effectively, and can be used for a wide range of purposes and applications, and can be expected to have sufficient effects. .
実施例
厚さ4m/m、1×1mの大きさの方形アスフ
アルトシートの対角線1上に一定の方形を形成す
る如く折り目2に従つて折り曲げて、シートの三
端末3を重ねしろ3′を作り、相互をプロパンガ
スバーナーで軽く加熱圧着して一端末の残つた封
筒状体を得た。ついでこの封筒状体の開放部から
土砂を充填して残りの未着部末端を同様に接合し
て厚さ8cm、大きさ45×45cmの立方体ブロツクを
作成した。Example: A rectangular asphalt sheet with a thickness of 4 m/m and a size of 1 x 1 m is folded along the crease 2 to form a certain rectangle on the diagonal line 1, and the three ends 3 of the sheet are overlapped to form a margin 3'. Then, they were lightly heated and pressed together using a propane gas burner to obtain an envelope-shaped body with one end remaining. Next, earth and sand were filled from the open part of this envelope-shaped body, and the remaining unattached ends were joined in the same manner to create a cubic block with a thickness of 8 cm and a size of 45 x 45 cm.
第1図は本発明のブロツクBの側面図であり、
第2図はブロツクBの断面図を示す。第3図、第
4図はブロツクBの製造方法を示すものである。
1……対角線、2……折り目、3……端部、A
……厚手アスフアルトシート、B……ブロツク。
FIG. 1 is a side view of block B of the present invention;
FIG. 2 shows a sectional view of block B. 3 and 4 show a method of manufacturing block B. FIG. 1...Diagonal line, 2...Fold line, 3...End part, A
...Thick asphalt sheet, B...Block.
Claims (1)
シートを方形に切断し、該方形アスフアルトシー
トの対角線上に一定の方形を形成する如く三端末
を加熱、圧着、接合して封筒状体を形成し、一開
放部より土砂や砕石を充填して未着部を密封する
ことによつて土砂その他を包被したブロツクの製
造方法。 2 嵩高不織布を基材とせる部厚なアスフアルト
シートを方形に切断し、該方形アスフアルトシー
トに土砂を包被してなるブロツク。[Scope of Claims] 1. A thick asphalt sheet made of bulky nonwoven fabric is cut into squares, and the three ends of the rectangular asphalt sheet are heated, crimped, and joined so as to form a certain square on the diagonal line. A method for manufacturing a block that covers earth and sand by forming an envelope-like body, filling it with earth and sand or crushed stone from one open part, and sealing the unattached part. 2. A block made by cutting a thick asphalt sheet made of bulky non-woven fabric into squares and covering the rectangular asphalt sheet with earth and sand.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP284781A JPS57116641A (en) | 1981-01-12 | 1981-01-12 | Manufacture of block and block and its use |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP284781A JPS57116641A (en) | 1981-01-12 | 1981-01-12 | Manufacture of block and block and its use |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57116641A JPS57116641A (en) | 1982-07-20 |
JPS6230100B2 true JPS6230100B2 (en) | 1987-06-30 |
Family
ID=11540785
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP284781A Granted JPS57116641A (en) | 1981-01-12 | 1981-01-12 | Manufacture of block and block and its use |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57116641A (en) |
-
1981
- 1981-01-12 JP JP284781A patent/JPS57116641A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS57116641A (en) | 1982-07-20 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS6263712A (en) | Dam structure and its construction | |
JPH0547688B2 (en) | ||
JP5099709B2 (en) | Construction method of managed revetment | |
JP4822375B2 (en) | Water-blocking structure of revetment | |
JPS6230100B2 (en) | ||
CN214614160U (en) | Pre-laying anti-sticking waterproof structure of ultra-deep independent foundation | |
JP2003113608A (en) | Impervious wall structure and impervious bank protection structure using the same | |
JPS6332021A (en) | Light-weight banking work for land-slidable and soft ground | |
JP2003071401A (en) | Water sealing treatment method of revetment for controlled waste landfill | |
JPH0667545U (en) | Retaining wall structure | |
JPH11181792A (en) | Foundation material storage device for improving house foundation | |
JPH04108914A (en) | Structure for reinforced banking body | |
JP2001152425A (en) | Impervious structure of revetment | |
JP2001279737A (en) | Water storing method and water storing structure | |
RU2176700C1 (en) | Method for protecting territory from flooding | |
CN213572259U (en) | Dry-type stockpiling tailing pond intercepting ditch structure | |
JPH0245281Y2 (en) | ||
JPS60123609A (en) | Artificial reservior and construction thereof | |
JP4749444B2 (en) | Impermeable layer connection method | |
JPH0667535U (en) | Slope protection structure for retaining wall | |
JPH04203023A (en) | Light banking and banking construction method | |
JPH0220258Y2 (en) | ||
JPH0369736A (en) | Member pressured by earth pressure | |
JPH04131429A (en) | Underground structure | |
JPH04108915A (en) | Construction method for reinforced banking body |