Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS6053129B2 - Sheet for stable construction method of underwater structures - Google Patents
[go: Go Back, main page]

JPS6053129B2 - Sheet for stable construction method of underwater structures - Google Patents

Sheet for stable construction method of underwater structures

Info

Publication number
JPS6053129B2
JPS6053129B2 JP19458582A JP19458582A JPS6053129B2 JP S6053129 B2 JPS6053129 B2 JP S6053129B2 JP 19458582 A JP19458582 A JP 19458582A JP 19458582 A JP19458582 A JP 19458582A JP S6053129 B2 JPS6053129 B2 JP S6053129B2
Authority
JP
Japan
Prior art keywords
sheet
rubble
protective
construction method
reinforcing
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
JP19458582A
Other languages
Japanese (ja)
Other versions
JPS5985012A (en
Inventor
昌司 行本
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.)
Nikken Kogaku Co Ltd
Original Assignee
Nikken Kogaku Co Ltd
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 Nikken Kogaku Co Ltd filed Critical Nikken Kogaku Co Ltd
Priority to JP19458582A priority Critical patent/JPS6053129B2/en
Publication of JPS5985012A publication Critical patent/JPS5985012A/en
Publication of JPS6053129B2 publication Critical patent/JPS6053129B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips

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
造物の基底部捨石の不等沈下や洗掘防止を口直として、
基底部に防砂マットを敷設するマツトエ法が採用されて
いるが、敷設後、先端部分の捨石が散乱したり、不等沈
下が生じる。
[Detailed Description of the Invention] Conventionally, in areas with large waves and severe scouring, the aim is to prevent uneven settling of rubble at the base of underwater structures and to prevent scouring.
The Matsutoe method is used to lay sand prevention mats at the base, but after the mats are laid, rubble at the tips of the mats is scattered and uneven settlement occurs.

本発明者はこのような欠点を除去するため、嚢に特願
昭57−号(昭和57年10月7日出願)において、自
由端縁に保護捨石保持部材の配設された可撓性シートを
水中構造物の基底部に敷設し、同基底部の周縁から突出
する前記可撓性シートの端部に保護捨石を捨込むことを
特徴とする水中構造物の安定工法を提案した。
In order to eliminate such drawbacks, the present inventor proposed a flexible sheet with a protective rubble retaining member disposed on the free edge of the bag in Japanese Patent Application No. 1983 (filed on October 7, 1982). We have proposed a method for stabilizing underwater structures, which is characterized by laying a flexible sheet at the base of the underwater structure, and dumping protective rubble into the edge of the flexible sheet that protrudes from the periphery of the base.

同工法によれば前記したように、水中構造物の基底部
に敷設した可撓性シートにおける前記水中構造物の周縁
部からの突出端部に保護捨石を捨込むようにしたので、
水中地盤における同保護捨石部分が初期洗掘を受けると
、同保護捨石の重量により、同捨石とともに、前記可撓
性シートの突出端部が徐々に埋設し、前記保護捨石がア
ンカーの用を果すことにより、同突出端部が水底地盤内
に碇着される。
According to this construction method, as described above, protective rubble is dumped into the protruding end of the flexible sheet laid at the base of the underwater structure from the periphery of the underwater structure.
When the protective rubble part in the underwater ground undergoes initial scouring, the protruding end of the flexible sheet is gradually buried together with the rubble due to the weight of the protective rubble, and the protective rubble serves as an anchor. As a result, the protruding end portion is anchored in the underwater ground.

この際前記シートの自由端縁には保護捨石保持部材が配
設されているので、前記保護捨石は常に可撓性シートの
端部上に確固と保持され、同シート突出端部が波浪等に
よつて洗掘を受けても、保護捨石が波浪によつて容易に
散逸することがなく、水底地盤に埋設されて捨石基礎部
の先端が崩落することがなく、この結果、前記シート上
の保護捨石によつて自然な状態で根固め化され水中構造
物の水流、波浪等による洗掘に起因する不等沈下による
、傾斜、沈下が防止されるとともに、前記可撓性シート
の洗掘に対応する動揺が少なくなるので、同シートの破
損が少なくなり、安定した防砂効果が得られるものであ
る。 また前記工法によれば従来のアンカー工法に比し
て装置が軽く、特殊な装置が不要となり、施工性がよく
、工費が節減される等、多くの利点を有するものである
At this time, since a protective rubble holding member is provided on the free edge of the sheet, the protective rubble is always firmly held on the edge of the flexible sheet, and the protruding edge of the sheet is protected from waves, etc. Therefore, even if the protective rubble is subjected to scouring, it will not be easily scattered by waves, and the tip of the rubble foundation will not collapse due to being buried in the underwater ground. As a result, the protective rubble on the sheet The rubble stones are used to strengthen the footing in a natural state, preventing tilting and subsidence due to uneven settlement caused by scouring of underwater structures due to water currents, waves, etc., and also coping with the scouring of the flexible sheet. This reduces the amount of oscillation that occurs, which reduces the chance of damage to the sheet and provides a stable anti-sand effect. In addition, the construction method has many advantages compared to the conventional anchor construction method, such as lighter equipment, no need for special equipment, better workability, and reduced construction costs.

しかしながら前記安定工法に使用される塩化ビニルシ
ート等よりなるシートは、可撓性シート本体にその自由
端縁に硬質塩化ビニル板より構成された半円形、U字形
、E角形等の保護捨石保持部材が一体に固着されて構成
されているので、製作上難点があり、溶着等による固着
部は信頼性の点で疑点があつた。
However, the sheet made of vinyl chloride sheet etc. used in the above-mentioned stabilization method has a semicircular, U-shaped, E-gonal, etc. protective rubble holding member made of a hard vinyl chloride plate on the free edge of the flexible sheet body. Since the parts are fixed together, there are manufacturing difficulties, and there are doubts about the reliability of the parts that are fixed by welding or the like.

本発明はこのような欠点を除去するために提案された
もので、先端部がコ字状に面皮されたシート長手方向補
強桿を並列し、同各補強桿に亘つてシート軸方向補強桿
を横架してなる補強枠の外周面に沿つて可撓性シートの
外周面を添接固定してなる水中構造物の安定工法用シー
トに係るものである。
The present invention was proposed in order to eliminate such drawbacks, and the present invention has been proposed by arranging sheet longitudinal direction reinforcing rods whose tips are covered in a U-shape in parallel, and extending the sheet axial direction reinforcing rods over each of the reinforcing rods. The present invention relates to a sheet for stabilizing construction of an underwater structure, in which the outer circumferential surface of a flexible sheet is attached and fixed along the outer circumferential surface of a horizontally suspended reinforcing frame.

本発明によれば前記したように先端がコ字状に曲成され
た複数の互いに平行するシート長手方向補強桿に、シー
ト幅方向補強桿を横架結合して補強枠を構成し、同補強
枠の外周面に沿つて可撓性シートの先端を添接結合する
ことによつて同可撓性シートの先端部にコ字状の保護捨
石保持部材を構成するようにしたものであり、前記シー
トを補強枠を構成する前記補強桿にクリップその他の結
合金具を介して結合することにより、可撓性シートの先
端保護捨石保持部が簡単、確実に構成されるものであり
、同保持部と可撓性シートとが溶着等によつて固着され
た場合の如く、接合部の信頼性や製作技術に難点の生じ
ることがなく、製作が容易で、コストを節減しうるもの
である。
According to the present invention, as described above, a reinforcing frame is constructed by horizontally connecting a reinforcing rod in the sheet width direction to a plurality of reinforcing rods in the longitudinal direction of the sheet that are parallel to each other and whose tips are bent into a U-shape. By splicing and joining the tips of the flexible sheets along the outer circumferential surface of the frame, a U-shaped protective rubble holding member is constructed at the tips of the flexible sheets. By connecting the sheet to the reinforcing rods constituting the reinforcing frame via clips or other connecting fittings, the rubble retaining portion for protecting the tip of the flexible sheet can be easily and reliably constructed, and the retaining portion and Unlike when the flexible sheet is fixed by welding or the like, there are no problems in the reliability of the joint or in the manufacturing technique, and the manufacturing is easy and costs can be reduced.

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は金属桿等よりなる本体1aの先端部に垂直立上り部
1b1水平折返し部1cが順次曲成された、先端部がコ
字状に形成されたシート長手方向補強桿で、所要数並列
され、同各補強桿1の本体1a1垂直立上り部1b1水
平折返し部1c間に,亘つてシート幅方向補強桿2が横
架固着され補強枠が構成されている。
Reference numeral 1 denotes sheet longitudinal reinforcing rods each having a U-shape in which a vertical rising portion 1b1 and a horizontal folding portion 1c are sequentially bent at the tip of a main body 1a made of a metal rod or the like, and the required number of reinforcing rods are arranged in parallel. A reinforcing rod 2 in the seat width direction is fixed horizontally between the main body 1a1, the vertically rising portion 1b1, and the horizontal folding portion 1c of each reinforcing rod 1 to form a reinforcing frame.

而して前記のように構成された補強枠を1ケまたは複数
個、所要数並列し、同補強枠の外周面に沿つて塩化ビニ
ールシート等より構成された可撓二性防砂シートAの端
部を折曲げ添接し、U字状クリップ等の止金具3を介し
て前記補強枠の補強桿2に固着して本発明の安定工法用
シートの保護捨石保持部を構成するものである。
One or more of the reinforcing frames configured as described above are arranged in parallel in the required number, and the edges of the flexible anti-sand sheet A made of vinyl chloride sheet etc. are placed along the outer peripheral surface of the reinforcing frames. The parts are bent and attached and fixed to the reinforcing rod 2 of the reinforcing frame via a fastener 3 such as a U-shaped clip to constitute the protective rubble holding part of the sheet for the stable construction method of the present invention.

なお図中4は前記シートAに穿設された透孔である。而
して前記のようにして構成された安定工法用シートをケ
ーソンの如き水中構造物の基底部に敷設し、同構造物の
基底部周縁より突出したシートの端部と基底部下端法面
との間に保護捨石を捨込み、前記保護捨石保持部によつ
て保護捨石を保持し、その散逸を防止する。
Note that 4 in the figure is a through hole bored in the sheet A. The sheet for the stable construction method constructed as described above is laid at the base of an underwater structure such as a caisson, and the edge of the sheet protruding from the periphery of the base of the structure and the slope of the lower end of the base are separated. In between, protective rubble is thrown away, and the protective rubble is held by the protective rubble holding section to prevent it from dissipating.

而して前記シートAの突出端部下面の水底地盤が水流、
波浪等によつて初期洗掘を受けると、前記シートの突出
端部が保護捨石とともに徐々に埋設し、遂に水底地盤内
に碇着される。
As a result, the water bottom ground on the lower surface of the protruding end of the sheet A is exposed to water flow,
When subjected to initial scouring by waves or the like, the protruding end of the sheet is gradually buried together with protective rubble, and is finally anchored in the underwater ground.

而して前記シート端部上の保護捨石は保護捨石保持部に
よつて、水流、波浪等による散乱を防止される。この結
果、前記シートの自由端部は水底地盤の土砂中に安定し
た状態に碇着され、同シート上の保護捨石によつて前記
基底部が自然状態て根固め化され、前記シート端部下方
の水底地盤の土砂の洗掘による不等沈下に起因する、水
中構造物の傾斜、沈下が防止されるものである。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。
The protective rubble on the sheet end is prevented from being scattered by water currents, waves, etc. by the protective rubble holding section. As a result, the free end of the sheet is anchored in a stable state in the earth and sand of the underwater ground, and the protective rubble on the sheet causes the base to be hardened in its natural state, and the lower part of the sheet end is This prevents the inclination and subsidence of underwater structures caused by uneven subsidence due to scouring of the submerged soil. 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. .

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

第1図及び第2図は夫々本発明に係る水中構造物の安定
工法用シートの一実施例を示す縦断側面図、並に平面図
である。 1・・・・・ウート長手方向補強桿、2・・・・・・シ
ート幅方向補強桿、A・・・・・・可撓性防砂シート。
FIGS. 1 and 2 are a longitudinal side view and a plan view, respectively, showing an embodiment of a sheet for stabilizing construction of underwater structures according to the present invention. 1... Woot longitudinal direction reinforcing rod, 2... Sheet width direction reinforcing rod, A... Flexible anti-sand sheet.

Claims (1)

【特許請求の範囲】[Claims] 1 先端部がコ字状に曲成されたシート長手方向補強桿
を並列し、同各補強桿に亘つてシート幅方向補強桿を横
架してなる補強枠の外周面に沿つて可撓性シートの外周
面を添接固定してなる水中構造物の安定工法用シート。
1 Flexibility is achieved along the outer peripheral surface of a reinforcing frame in which reinforcing rods in the longitudinal direction of the sheet whose tips are curved in a U-shape are arranged in parallel, and reinforcing rods in the sheet width direction are hung horizontally across each of the reinforcing rods. A sheet for stable construction of underwater structures, which is made by gluing and fixing the outer circumferential surface of the sheet.
JP19458582A 1982-11-08 1982-11-08 Sheet for stable construction method of underwater structures Expired JPS6053129B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19458582A JPS6053129B2 (en) 1982-11-08 1982-11-08 Sheet for stable construction method of underwater structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19458582A JPS6053129B2 (en) 1982-11-08 1982-11-08 Sheet for stable construction method of underwater structures

Publications (2)

Publication Number Publication Date
JPS5985012A JPS5985012A (en) 1984-05-16
JPS6053129B2 true JPS6053129B2 (en) 1985-11-22

Family

ID=16326984

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19458582A Expired JPS6053129B2 (en) 1982-11-08 1982-11-08 Sheet for stable construction method of underwater structures

Country Status (1)

Country Link
JP (1) JPS6053129B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2024064191A (en) * 2022-10-27 2024-05-14 鹿島建設株式会社 Scour prevention works and construction methods of scour prevention works

Also Published As

Publication number Publication date
JPS5985012A (en) 1984-05-16

Similar Documents

Publication Publication Date Title
KR100243401B1 (en) A supporting structure for laying pipes under the ground
US4728225A (en) Method of rehabilitating a waterfront bulkhead
CZ336595A3 (en) Ground structure
JPS6053129B2 (en) Sheet for stable construction method of underwater structures
JP4811838B1 (en) Manhole levitation prevention structure and levitation prevention method
JPS5965106A (en) Stabilization work for underwater structure
JP3048518B2 (en) Seawall, natural stone holding unit assembly, natural stone holding unit
JPH09296427A (en) Water structure and its construction method
JP4630851B2 (en) Anchor for slope
JPS6053128B2 (en) Stable construction method for underwater structures
JPS5853328Y2 (en) Earth retaining fence
JP2002180480A (en) Seawall structure to prevent lateral flow
JP3077022B2 (en) Wave-dissipating structure
JP2785828B2 (en) Steep slope construction method for existing embankment slope
JP2771875B2 (en) Precast leaning retaining wall
JPS6053123B2 (en) Sheet for stabilizing the base of underwater structures
JPH0548092B2 (en)
FR2748502A1 (en) Shoreline sediment retainer
JP3065555B2 (en) Earth removal type artificial ground, its construction method and construction unit used for it
JPH0826528B2 (en) Seismic retrofitting method for existing port structures
JP3348205B2 (en) Caisson quay
JPH09296458A (en) Installation foundation for submarine structure
JPH02164904A (en) Mat for underwater construction
JPS626011A (en) Scouring prevention work for caisson foundation
JPS61162632A (en) Charging chute for sea bottom screed device