JPS631403B2 - - Google Patents
Info
- Publication number
- JPS631403B2 JPS631403B2 JP6230283A JP6230283A JPS631403B2 JP S631403 B2 JPS631403 B2 JP S631403B2 JP 6230283 A JP6230283 A JP 6230283A JP 6230283 A JP6230283 A JP 6230283A JP S631403 B2 JPS631403 B2 JP S631403B2
- Authority
- JP
- Japan
- Prior art keywords
- rubble
- tip
- sheet
- base
- periphery
- 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
- 235000008331 Pinus X rigitaeda Nutrition 0.000 claims description 3
- 235000011613 Pinus brutia Nutrition 0.000 claims description 3
- 241000018646 Pinus brutia Species 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 4
- 238000009991 scouring Methods 0.000 description 4
- 230000002093 peripheral effect Effects 0.000 description 3
- 230000000087 stabilizing effect Effects 0.000 description 3
- 239000004743 Polypropylene Substances 0.000 description 2
- -1 polypropylene Polymers 0.000 description 2
- 229920001155 polypropylene Polymers 0.000 description 2
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/08—Structures of loose stones with or without piles
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Description
【発明の詳細な説明】
従来波浪の大きい個所、洗掘の激しい個所では
水中構造物の捨石の不等沈下や洗掘防止を目的と
して種々の工法が採用されてきたが、何れも施工
が煩雑で、必らずしも所期の目的を達成すること
ができなかつた。[Detailed Description of the Invention] Conventionally, various construction methods have been adopted for the purpose of preventing uneven settling of rubble of underwater structures and scouring in areas with large waves or severe scouring, but all of them are complicated to construct. However, it was not always possible to achieve the intended purpose.
本発明はこのような問題点を解決するために提
案されたもので、先端部が半円形状に曲成された
シートを水中構造物の基底部に敷設し、同基底部
の捨石マウンド周縁部と同周縁部より外側に突出
する前記マツトの先端部との間に雑石を捨込むこ
とを特徴とする捨石先端保護工法に係るものであ
る。 The present invention has been proposed to solve these problems, and involves laying a sheet whose tip is curved in a semicircular shape at the base of an underwater structure, and forming a sheet around the periphery of the rubble mound at the base. This invention relates to a rubble tip protection construction method characterized in that rubble is thrown between the pine and the tip of the pine that protrudes outward from the peripheral edge.
本発明においては前記したように、先端部が半
円形状に曲成された水中構造物基底部安定用のシ
ートを使用し、同マツトを水中構造物の基底部に
敷設したのち、同基底部の捨石マウンド周縁部
と、同周縁部より外側に突出する前記シート先端
部との間に雑石を捨込むので、同雑石は前記マツ
ト先端部に曲成された半円形状部によつて保持さ
れ、このようにシート先端部上に保持された雑石
によつて捨石先端の脱落、散乱が防止され、洗掘
が防止される。 In the present invention, as described above, a sheet for stabilizing the base of an underwater structure is used, the tip of which is bent into a semicircular shape, and after the mat is laid at the base of the underwater structure, the base is stabilized. Since the debris is dumped between the peripheral edge of the rubble mound and the tip of the sheet that protrudes outward from the peripheral edge, the debris is disposed of by the semicircular part curved at the tip of the mound. The rubble thus held on the tip of the sheet prevents the tip of the rubble from falling off and scattering, and scouring is prevented.
この際捨石と雑石とは互いに馴染みよく、自然
状態で安定状態を保持し、同捨石及びシートの水
底地盤への馴染みがよくなり、捨石先端部が確実
に保護されるものである。 At this time, the rubble and the rubble are compatible with each other and maintain a stable state in their natural state, the rubble and the sheet are made to fit well into the underwater ground, and the tips of the rubble are reliably protected.
このように本発明によれば、先端を半円形状に
曲成した簡単な構造の水中構造物の基底部安定用
シートを使用し、複雑な装置を使用することなく
水中構造物の基底部捨石マウンド周縁と、同周縁
部より突出した前記シートの先端部との間に雑石
を捨込むだけの簡単な施工で所期の目的が達成さ
れ、工期が短縮され、工費が節減されるものであ
る。 As described above, according to the present invention, by using a sheet for stabilizing the base of an underwater structure with a simple structure in which the tip is bent into a semicircular shape, the base of the underwater structure can be stabilized with rubble without using a complicated device. The desired purpose can be achieved by simply dumping stones between the periphery of the mound and the tip of the sheet protruding from the periphery, shortening the construction period and reducing construction costs. be.
以下本発明を図示の実施例について説明する。 The present invention will be described below with reference to the illustrated embodiments.
1は塩化ビニル、ゴム等より構成された水中構
造物基礎安定用の防砂シートで、その先端部に半
円形状部2が曲成されている。なお前記シート1
はその材料を適当に選択することによつて、半円
形状部2が容易に加工、製作され、シート先端の
動揺、破損も少なくなる。なお図中3は前記半円
形状部2の先端縁に列設された係止片4に連綴固
定されたポリプロピレン等より構成された碇止索
5と、シート1の本体との間に張設された保形用
のポリプロピレン等より構成された緊張索であ
る。6はシート1本体上に配設された緊張索3の
碇止部片である。(第3図参照)
而して前記シート1を水中構造物の基底面及び
その周縁捨石7の基底部に亘つて水底地盤8上に
敷設し(第1図参照)、前記捨石7の周縁と、同
捨石7より突出する前記シート1の先端半円形状
部2との間に雑石9を捨込む(第2図参照)。 1 is a sand control sheet for stabilizing the foundations of underwater structures made of vinyl chloride, rubber, etc., and has a semicircular portion 2 curved at its tip. Note that the sheet 1
By appropriately selecting the material, the semicircular portion 2 can be easily processed and manufactured, and the fluctuation and damage of the sheet tip can be reduced. Note that 3 in the figure is a cable stretched between the main body of the sheet 1 and an anchor cable 5 made of polypropylene or the like that is connected and fixed to the locking pieces 4 arranged in a row on the tip edge of the semicircular part 2. This tension rope is made of shape-retaining polypropylene. Reference numeral 6 denotes an anchoring piece for the tension rope 3 disposed on the main body of the seat 1. (See Figure 3) Then, the sheet 1 is laid on the underwater ground 8 over the base of the underwater structure and the base of the rubble 7 around it (see Figure 1). , the rubble 9 is thrown between the tip semicircular portion 2 of the sheet 1 that protrudes from the rubble 7 (see FIG. 2).
このように捨込まれた雑石9はシート1先端部
の半円形状部2によつて保持され、同雑石9によ
つて捨石先端の脱落、散乱が防止され、洗掘が防
止される。 The debris 9 thrown away in this way is held by the semicircular portion 2 at the tip of the sheet 1, and the debris 9 prevents the tip of the debris from falling off and scattering, thereby preventing scouring. .
而して前記雑石9は捨石7と馴染みがよく、自
然の状態で水底地盤8上に安定状態が保持され、
捨石7の先端部が確実に保護される。 Therefore, the rubble 9 is compatible with the rubble 7, and a stable state is maintained on the underwater ground 8 in a natural state,
The tip of the rubble 7 is reliably protected.
以上本発明を実施例について説明したが、本発
明は勿論このような実施例にだけ局限されるもの
ではなく、本発明の精神を逸脱しない範囲内で
種々の設計の改変を施しうるものである。 Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the present invention. .
第1図及び第2図は本発明に係る捨石先端保護
工法の一実施例の工程を示す縦断面図第3図はシ
ートの部分斜面図である。
1……シート、2……半円形状部、7……捨
石、9……雑石。
FIGS. 1 and 2 are longitudinal cross-sectional views showing steps of an embodiment of the rubble tip protection method according to the present invention, and FIG. 3 is a partial slope view of the sheet. 1... Sheet, 2... Semicircular portion, 7... Rubble, 9... Miscellaneous stones.
Claims (1)
構造物の基底部に敷設し、同基底部の捨石マウン
ド周縁部と同周縁部より外側に突出する前記マツ
トの先端部との間に雑石を捨込むことを特徴とす
る捨石先端保護工法。1. A sheet whose tip is curved into a semicircular shape is laid at the base of an underwater structure, and between the periphery of the rubble mound at the base and the tip of the pine that protrudes outward from the periphery. A rubble tip protection method characterized by throwing away rubble.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6230283A JPS59187915A (en) | 1983-04-11 | 1983-04-11 | Protection work on tip of rubble-mound |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6230283A JPS59187915A (en) | 1983-04-11 | 1983-04-11 | Protection work on tip of rubble-mound |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59187915A JPS59187915A (en) | 1984-10-25 |
| JPS631403B2 true JPS631403B2 (en) | 1988-01-12 |
Family
ID=13196196
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6230283A Granted JPS59187915A (en) | 1983-04-11 | 1983-04-11 | Protection work on tip of rubble-mound |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59187915A (en) |
-
1983
- 1983-04-11 JP JP6230283A patent/JPS59187915A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59187915A (en) | 1984-10-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US2071779A (en) | Means for preventing soil erosion | |
| JPS631403B2 (en) | ||
| JP2903462B2 (en) | Slope reinforcement method | |
| KR20160136854A (en) | With the ability to reduce the settlement and scour the structure equipped with artificial reefs and their installation methods | |
| JPS59187916A (en) | Protection work on tip of rubble-mound | |
| JP7587267B2 (en) | Slope protection methods | |
| JP3955141B2 (en) | Protective net for snow and rock fall | |
| JP3374307B2 (en) | Kombu Sea Urchin Reef | |
| JPS6053127B2 (en) | Stable construction method for underwater structures | |
| JPS6053128B2 (en) | Stable construction method for underwater structures | |
| US3788253A (en) | Flexible bearer | |
| JPS59427A (en) | Slope protection work by employing used tire | |
| JPH0548092B2 (en) | ||
| JP4071664B2 (en) | Slope protection method | |
| JPH10280360A (en) | Mat having mass bodies arranged in connected state | |
| JPH0118669Y2 (en) | ||
| JPS6023523A (en) | Greens-planting work for slope | |
| JP2593415B2 (en) | Method of firmly embedding established trees and pile structure used in this emplacement method | |
| JP3030783U (en) | Natural stone holding unit and revetment | |
| JPS625085Y2 (en) | ||
| JPH10266161A (en) | Mat member and execution method thereof | |
| JP3898553B2 (en) | Curing sheet | |
| JP3037146U (en) | Zhang block | |
| JPH018581Y2 (en) | ||
| JP3244355B2 (en) | Greening method on hard rock slope |