JPH0611976B2 - How to build an underwater structure - Google Patents
How to build an underwater structureInfo
- Publication number
- JPH0611976B2 JPH0611976B2 JP59132775A JP13277584A JPH0611976B2 JP H0611976 B2 JPH0611976 B2 JP H0611976B2 JP 59132775 A JP59132775 A JP 59132775A JP 13277584 A JP13277584 A JP 13277584A JP H0611976 B2 JPH0611976 B2 JP H0611976B2
- Authority
- JP
- Japan
- Prior art keywords
- block
- stones
- slope
- slope protection
- deposit
- 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 - Lifetime
Links
- 239000004575 stone Substances 0.000 claims description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 238000012423 maintenance Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007429 general method Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000010959 steel Substances 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
-
- 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
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/18—Making embankments, e.g. dikes, dams
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Revetment (AREA)
Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は防波堤、離岸堤、護岸堤、突堤などの水中構造
物を構築する方法に関するものであり、詳しくは石状物
を投入して形成される法面を有する基礎部において石状
物が散乱し或いは洗掘される心配のない水中構造物を構
築する方法に関するものである。TECHNICAL FIELD The present invention relates to a method for constructing an underwater structure such as a breakwater, a breakwater, a seawall, a jetty, and the like. The present invention relates to a method for constructing an underwater structure in which stones are not scattered or scoured at a foundation having a slope formed.
[従来の技術] 例えば防波堤を構築する場合、第5図に示したように捨
石などの石状物を水中へ投入して基礎マウンド1aを形成
し、その上にケーソン2aを据付けて前後両面に置いた根
固めブロック3aにより固定するのが一般的な方法であ
る。その他の水中構造物の場合も天然または人造の岩石
や鉱滓からなり捨石、裏込石、栗石などと称される石状
物とケーソン、異形ブロックなどとによって構築され
る。[Prior Art] For example, when constructing a breakwater, as shown in Fig. 5, stones such as rubble stones are put into water to form a foundation mound 1a, and caissons 2a are installed on both sides of the foundation mound. A general method is to fix the placed root block 3a. In the case of other underwater structures as well, it is constructed by stone-like materials called rubble stones, back-fill stones, rubble stones, etc., made of natural or artificial rocks and slag, and caisson, irregular shaped blocks, etc.
[発明が解決しようとする問題点] ところが、第5図に示した防波堤の場合、水深がかなり
の深さであると作業船から投入した石状物は特に基礎マ
ウンド1aの法先線上で散乱し、計画法面Aよりも緩傾斜
の実法面Bを有する基礎マウンド1aが形成されてしま
う。従って、設計時に見積った量の石状物を投入するだ
けでは基礎マウンド1aの天端面Cが低くなって防波堤と
しての機能に問題を生じる。また、天端面Cを計画高さ
とするためには余分の石状物を投入しなければならない
ので不経済である。[Problems to be solved by the invention] However, in the case of the breakwater shown in Fig. 5, if the water depth is considerable, stones thrown in from the work boat are scattered especially on the front line of the foundation mound 1a. However, the basic mound 1a having the actual slope B that is more gently inclined than the planned slope A is formed. Therefore, if only the amount of stones estimated at the time of designing is applied, the top end surface C of the foundation mound 1a becomes low, which causes a problem in the function as a breakwater. In addition, it is uneconomical to add extra stones in order to bring the top surface C to the planned height.
更に、水中構造物の築造完成後は基礎マウンド1aの法先
部が波浪、潮流などによって洗掘され、法面が崩れて第
6図のようになりケーソン2a,根固めブロック3aなどの
構造物が不安定となりやすい。Furthermore, after the construction of the underwater structure is completed, the slope part of the foundation mound 1a is scoured by waves, tidal currents, etc., and the slope collapses, resulting in a caisson 2a, root block 3a, etc. Tends to be unstable.
本発明はこのような問題を解決し、水深がかなり深い場
所であっても余分の石状物を必要としないで設計通りの
基礎マウンドその他石状物による基礎部を形成でき、且
つ築造完成後は洗掘の心配がない基礎部を有する水中構
造物を構築する方法を提供するものである。The present invention solves such a problem, and even if the water depth is considerably deep, it is possible to form a foundation mound and other stone-like foundations as designed without the need for extra stones, and after completion of construction. Provides a method of constructing an underwater structure with a foundation that is free of scour.
[問題点を解決するための手段] 本発明は前記の問題点を解決するため、二つの長尺のブ
ロック体が適当間隔離間して連結部片により互いに連結
されている第一の法面保全ブロックを水底に設置して前
記ブロック体間に石状物を投入し、前記石状物が前記ブ
ロック体を越えて適当高さまで堆積し幅方向の断面が台
形である第一の堆積物を形成したとき、この第一の堆積
物の天端面の幅にほぼ等しい間隔を有して二つの長尺ブ
ロック体が連結部片により互いに連結されている第二の
法面保全ブロックをそれぞれのブロック体が前記第一の
堆積物の互いに対向する法肩部にそれぞれ合致するよう
に設置して更に石状物を投入する作業を繰り返し、石状
物による基礎部を形成することを特徴とする。[Means for Solving the Problems] In order to solve the above problems, the present invention provides a first slope maintenance in which two long block bodies are connected to each other by a connecting piece with a proper distance therebetween. A block is installed on the bottom of the water, and stones are charged between the blocks, and the stones are deposited over the block to an appropriate height to form a first deposit having a trapezoidal cross section in the width direction. When this is done, the second slope protection block in which the two long block bodies are connected to each other by a connecting piece with a spacing approximately equal to the width of the top surface of the first deposit Are installed so as to match the respective shoulders of the first deposit facing each other, and the operation of further introducing a stone-like object is repeated to form a base portion of the stone-like object.
[実施例] 次に本発明の実施例を図面に基づいて説明する。[Embodiment] Next, an embodiment of the present invention will be described with reference to the drawings.
第1図乃至第4図は本発明の一実施例を示すものであ
り、先ず、第1図に示すように例えば端面L形のコンク
リート製にして長尺の二つのブロック体11,11を所定間
隔隔離して背中合せに配置し、これらを平行な複数本の
形鋼からなる連結部片12で連結し互いに固着するととも
に、ブロック体11,11の長さとほぼ等しい幅を有する合
成樹脂シートからなるシート状物13をブロック体11,11
および連結部片12の下面に敷設してこれらに適宜固着し
た構成の第一の法面保全ブロック1を、水底2の予定さ
れる両法先線21,21にブロック体11,11がそれぞれ合致
するようにして配置するとともにシート状物13を水底2
に敷設する。この要領で法面保全ブロック1を水中構造
物の構築予定箇所の全部に亘り互いに隣接させて予め設
置しておくか、或いは工事の進行状態に応じて順次設置
する。FIGS. 1 to 4 show an embodiment of the present invention. First, as shown in FIG. 1, two long block bodies 11, 11 made of concrete, for example, having an end face L shape, are predetermined. They are arranged back to back with a space between them, and they are connected to each other by connecting parts 12 made of a plurality of parallel shaped steels and fixed to each other. The sheet-like material 13 is used as a block body 11, 11
And the first slope protection block 1 laid on the lower surface of the connecting piece 12 and fixedly fixed thereto, and the block bodies 11 and 11 are fitted to both planned slopes 21 and 21 of the water bottom 2, respectively. The sheet-like material 13 is placed on the bottom 2 of the water.
Lay in In this way, the slope protection block 1 is installed adjacent to each other in advance over all the planned construction points of the underwater structure, or is sequentially installed depending on the progress of the construction.
次に、第2図に示すように作業船3に積載した捨石など
の石状物4を水中に投入して背中合わせのブロック体1
1,11の間に堆積させ、石状物4がブロック体11,11を
越えて適当高さまで堆積し幅方向の断面が台形である第
一の堆積物6を形成する。このとき石状物4の投入を中
止して、例えば端面凸形のコンクリート製にして長尺の
二つのブロック体51,51を堆積物6の天端面62の幅にほ
ぼ等しい長さを有する複数本のワイヤロープからなる連
結部片52で連結し互いに固着した構成の第二の法面保全
ブロック5を、連結部片52を緊張させた状態でブロック
体51,51が堆積物6の法肩部61,61にそれぞれ合致する
ようにして順次天端面62に隣接設置する。Next, as shown in FIG. 2, a stone-like object 4 such as a rubble loaded on the work boat 3 is put into water and the back-to-back block body 1 is placed.
The stones 4 are deposited between 1 and 11 and over the block bodies 11 and 11 to a proper height to form a first deposit 6 having a trapezoidal cross section in the width direction. At this time, the injection of the stone-like object 4 is stopped and, for example, a plurality of long block bodies 51, 51 made of concrete having an end face convex shape and having a length substantially equal to the width of the top end face 62 of the deposit 6 are formed. The second slope protection block 5 configured to be connected and fixed to each other by the connecting piece 52 made of a wire rope, and the block bodies 51, 51 are the shoulders of the deposit 6 while the connecting piece 52 is tensioned. They are sequentially installed adjacent to the top face 62 so as to match the parts 61, 61, respectively.
その後、更に石状物4を投入して所定の高さまで積上げ
て第3図に示すように基礎マウンド7を形成するのであ
る。そして、第4図に示すよう基礎マウンド7の天端面
71にケーソン8と根固めブロック9とを置いて水中構造
物が構築される。After that, the stone-shaped material 4 is further charged and piled up to a predetermined height to form a foundation mound 7 as shown in FIG. Then, as shown in FIG. 4, the top end surface of the basic mound 7
An underwater structure is constructed by placing the caisson 8 and the root block 9 at 71.
このようにして構築された水中構造物の基礎マウンド7
は、上下の法面保全ブロック1,5のブロック体11,11
ならびに51,51の正面11a,11aならびに51a,51aが法面
63,63に露出して設置され、石状物4の投入時の散乱を
防ぎ設計通りの傾斜角度の法面63,63を形成するもの
で、基礎マウンド7の高さによっては第二の法面保全ブ
ロック5よりもブロック体間隔が順次狭くなる法面保全
ブロックを二段以上設置することがある。Underground structure foundation mound 7 constructed in this way
Is the block body 11, 11 of the upper and lower slope maintenance blocks 1, 5.
And 51, 51 front faces 11a, 11a and 51a, 51a are slopes.
It is installed so as to be exposed to 63, 63 and prevents the scattering of the stone-like object 4 at the time of charging, and forms slopes 63, 63 with the inclination angle as designed. Depending on the height of the foundation mound 7, the second method In some cases, two or more slope protection blocks, in which the spacing between the block bodies becomes smaller than that of the surface protection block 5, may be installed.
そして、基礎マウンド7に埋設された連結部片12,52に
よってそれぞれ連結されているブロック体11,11ならび
に51,51は法面63,63に沿う石状物4を受止めて崩れを
防止し法面63,63を所定の傾斜角度に維持する。また、
水底2に敷設されたシート状物13は法先部の水底地盤を
被覆して波浪、潮流などによる洗掘を防止基礎マウンド
7を安定させる。The block bodies 11, 11 and 51, 51 connected by the connecting pieces 12, 52 embedded in the foundation mound 7 respectively receive the stone-like object 4 along the slopes 63, 63 and prevent the collapse. The slopes 63, 63 are maintained at a predetermined inclination angle. Also,
The sheet-like material 13 laid on the water bottom 2 covers the water bottom ground at the tip of the slope to prevent scouring due to waves or tidal currents and stabilizes the foundation mound 7.
もっとも、水底2が岩盤であって洗掘の心配がないとき
はシート状物13を有しない法面保全ブロックを設置すれ
ばよい。However, when the water bottom 2 is rock and there is no concern about scouring, a slope conservation block having no sheet-like material 13 may be installed.
尚、本発明は前記実施例以外の構成を有する水中構造物
にも適用されることは言うまでもなく、基礎マウンド7
で例示した基礎部の法面にほぼ全長に亘って法面保全ブ
ロック1,5が設置される。Needless to say, the present invention is applied to an underwater structure having a configuration other than that of the above-described embodiment, as well as the basic mound 7
The slope protection blocks 1 and 5 are installed over the entire length of the slope of the foundation portion illustrated in 1. above.
[発明の効果] 本発明によると、水底の法先線上および法面の中間に互
いに連結部片により連結されたブロック体を設置して捨
石、裏込石、栗石などの石状物による基礎部を形成する
ので、構築時に石状物が法先線上で散乱し計画法面より
も緩傾斜となって天端面が低くなり或いは余分の石状物
を必要とするという不都合がなくなり、且つ中間部分で
もブロック体が法面上の石状物を受止めるのでかなり高
い基礎部も設計通りに形成できるのである。[Effects of the Invention] According to the present invention, a block body connected to each other by a connecting piece is installed on the front line of the bottom of the water and in the middle of the slope to form a foundation part made of stones such as rubble stone, backfill stone, and rubble stone. As a result, the stones are scattered on the front line at the time of construction, and the slope becomes gentler than the planned slope, the crown surface becomes lower, or the extra stones are not needed. However, since the block body receives the stones on the slope, it is possible to form a fairly high foundation as designed.
そして、二つのブロック体は互いに連結部片で連結され
て外方への移動が規制されるため法面上の石状物と一緒
に崩れる心配がなく安定よく固定されて構築後も基礎部
を所定形状に維持するものである。And since the two blocks are connected to each other by the connecting piece and their outward movement is regulated, there is no concern that they will collapse together with the stone-like object on the slope, and they are stably fixed, and the foundation is kept even after construction. It maintains a predetermined shape.
第1図、第2図、第3図ならびに第4図は本発明の一実
施例における工程を説明する斜視図、第5図ならびに第
6図は水中構造物の従来例を示す断面図である。 1,5……法面保全ブロック、11,51……ブロック体、
12,52……連結部片、2……水底、4……石状物、7…
…基礎マウンド、63……法面。1, 2, 3 and 4 are perspective views for explaining the steps in one embodiment of the present invention, and FIGS. 5 and 6 are sectional views showing a conventional example of an underwater structure. . 1,5 …… Slope protection block, 11,51 …… Block body,
12,52 …… Connecting piece, 2 …… Water bottom, 4 …… Stony, 7…
… Basic mound, 63… Slope.
Claims (1)
て連結部片により互いに連結されている第一の法面保全
ブロックを水底に設置して前記ブロック体間に石状物を
投入し、前記石状物が前記ブロック体を越えて適当高さ
まで堆積し幅方向の断面が台形である第一の堆積物を形
成したとき、この第一の堆積物の天端面の幅にほぼ等し
い間隔を有して二つの長尺のブロック体が連結部片によ
り互いに連結されている第二の法面保全ブロックをそれ
ぞれのブロック体が前記第一の堆積物の互いに対向する
法肩部にそれぞれ合致するように設置して更に石状物を
投入する作業を繰り返し、石状物による基礎部を形成す
ることを特徴とする水中構造物の構築方法。1. A first slope protection block in which two long block bodies are appropriately spaced apart and are connected to each other by a connecting piece, and a first slope protection block is installed on the bottom of the water, and a stone-like object is introduced between the block bodies. However, when the stones are deposited over the block body to an appropriate height to form a first deposit having a trapezoidal cross section in the width direction, it is almost equal to the width of the top end face of the first deposit. A second slope protection block, in which two elongated block bodies having a distance are connected to each other by a connecting piece, is provided on each of the opposite shoulders of the first deposit, each block body having a second slope protection block. A method for constructing an underwater structure, characterized in that the foundation is made of stones by repeating the work of installing the stones so as to match and further introducing the stones.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59132775A JPH0611976B2 (en) | 1984-06-27 | 1984-06-27 | How to build an underwater structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59132775A JPH0611976B2 (en) | 1984-06-27 | 1984-06-27 | How to build an underwater structure |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8732389A Division JPH02132212A (en) | 1989-04-06 | 1989-04-06 | Normal plane maintenance block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6114314A JPS6114314A (en) | 1986-01-22 |
| JPH0611976B2 true JPH0611976B2 (en) | 1994-02-16 |
Family
ID=15089259
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP59132775A Expired - Lifetime JPH0611976B2 (en) | 1984-06-27 | 1984-06-27 | How to build an underwater structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0611976B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11761161B2 (en) * | 2021-07-22 | 2023-09-19 | Precast Concrete Concepts, LLC. | Retaining wall extension systems and methods |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4939906A (en) * | 1972-08-28 | 1974-04-15 | ||
| JPS49111406A (en) * | 1973-02-23 | 1974-10-23 | ||
| JPS5017006A (en) * | 1973-06-19 | 1975-02-22 | ||
| JPS5920821A (en) * | 1982-07-27 | 1984-02-02 | Toyota Motor Corp | Noise evaluating method |
| JPS6053127B2 (en) * | 1982-10-07 | 1985-11-22 | 日建工学株式会社 | Stable construction method for underwater structures |
-
1984
- 1984-06-27 JP JP59132775A patent/JPH0611976B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6114314A (en) | 1986-01-22 |
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