JP2807814B2 - Floating type land land module - Google Patents
Floating type land land moduleInfo
- Publication number
- JP2807814B2 JP2807814B2 JP1007117A JP711789A JP2807814B2 JP 2807814 B2 JP2807814 B2 JP 2807814B2 JP 1007117 A JP1007117 A JP 1007117A JP 711789 A JP711789 A JP 711789A JP 2807814 B2 JP2807814 B2 JP 2807814B2
- Authority
- JP
- Japan
- Prior art keywords
- module
- wall
- plate
- bolt
- land
- 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
- 238000007667 floating Methods 0.000 title claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 35
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 239000004744 fabric Substances 0.000 claims description 12
- 238000003466 welding Methods 0.000 claims description 10
- 238000010438 heat treatment Methods 0.000 claims description 5
- 238000009372 pisciculture Methods 0.000 claims description 5
- 230000035939 shock Effects 0.000 claims description 5
- 238000007664 blowing Methods 0.000 claims description 2
- 238000012856 packing Methods 0.000 claims description 2
- 238000004873 anchoring Methods 0.000 claims 1
- 230000005674 electromagnetic induction Effects 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 239000011435 rock Substances 0.000 description 24
- 241000251468 Actinopterygii Species 0.000 description 16
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 14
- 229910052760 oxygen Inorganic materials 0.000 description 14
- 239000001301 oxygen Substances 0.000 description 14
- 229910052751 metal Inorganic materials 0.000 description 13
- 239000002184 metal Substances 0.000 description 13
- 239000013535 sea water Substances 0.000 description 10
- 230000008859 change Effects 0.000 description 7
- 239000000463 material Substances 0.000 description 7
- 238000009423 ventilation Methods 0.000 description 7
- 239000004567 concrete Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005065 mining Methods 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 241000238366 Cephalopoda Species 0.000 description 2
- 229920001875 Ebonite Polymers 0.000 description 2
- 239000006096 absorbing agent Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 230000005389 magnetism Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 239000002985 plastic film Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- 241000238586 Cirripedia Species 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229910000639 Spring steel Inorganic materials 0.000 description 1
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 210000001520 comb Anatomy 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 239000011494 foam glass Substances 0.000 description 1
- 239000011211 glass fiber reinforced concrete Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000003094 microcapsule Substances 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 239000008262 pumice Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000007751 thermal spraying Methods 0.000 description 1
- 239000010936 titanium Substances 0.000 description 1
- 229910052719 titanium Inorganic materials 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Landscapes
- Connection Of Plates (AREA)
- Pressure Welding/Diffusion-Bonding (AREA)
Description
【発明の詳細な説明】 従来、海底から築き上げたロの字形の防波堤内に入れ
た箱状の浮遊型人工陸地、自然の島等の周囲をリング状
に取り囲む浮遊型人工陸地等が知られているが、前者で
は大規模な人工陸地を造る場合、深い海底にたっする多
額の建築費を要する防波堤を造る必要があり、後者では
自然の島の周囲全体に垂直な岩壁を築き、その周囲を取
り囲む浮遊型人工陸地を建造して行くが、完成後は風波
や海流潮流等に流される事はないが、工事中はイカリ等
で係留したとしても動き易く、完成するまで本来の用途
に使用出来ない欠点がある。DETAILED DESCRIPTION OF THE INVENTION Conventionally, a box-shaped floating artificial land built in a square-shaped breakwater built from the sea floor and a floating artificial land surrounding a natural island in a ring shape are known. However, in the former case, when constructing a large artificial land, it is necessary to construct a breakwater that requires a large construction cost on the deep sea floor, and in the latter case, a vertical rock wall is built around the entire periphery of the natural island, and A floating artificial land surrounding the building will be built, but after completion, it will not be washed away by wind waves or ocean currents, but during construction it will be easy to move even if moored with squid, etc. There are drawbacks that cannot be done.
本発明はこれらの問題を解決し、比較的簡単に、短期
間に、安価に組み立てられ、早期から本来の用途での使
用が可能となり、常に容易に拡張工事が出来、したがっ
て、長期間かけて大規模化する事も容易に出来、防波も
行ない易く、大深度の海域にも適用出来、撤去も容易に
出来る等の利点を有する、浮遊型人工陸地を造るための
モジュールを得ようとするものである。以下実施例にし
たがい説明する。The present invention solves these problems, is relatively simple, can be assembled in a short time, at low cost, can be used in the original application from an early stage, can be easily expanded at all times, and therefore, can be used over a long period of time. To obtain a module for building a floating artificial land that has the advantages of being easily scaled up, easily breaking, being applicable to deep sea areas, and being easily removed. Things. Hereinafter, description will be made in accordance with embodiments.
第1〜3図において、(1)は海水。(2)は海底。
(3)は自然の陸地。(4)は人工陸地係留のために築
いたコンクリート製の岩壁。(5)(6)は左右幅10
m、前後幅20m、厚さ10cm程度の鋼板から成る係留板。
(左右方向の引張強度は各々約20万トン)(7)(8)
は右方は岩壁(4)中に埋め込まれ、左方は櫛の歯状に
なり、係留板(5)(6)の右縁の歯にかみ合っている
鋼鉄製の櫛状板。(9)(10)は櫛状板(7)(8)の
最前部の歯の上面に切った溝。(11)(12)は係留板
(5)(6)の右端と櫛状板(7)(8)とを前後方向
に貫通するシャフト。(13)(14)は係留板(5)
(6)にかみ合う櫛状板。(15)(16)はそれらの歯を
貫通するシャフトである。In FIGS. 1-3, (1) is seawater. (2) is the sea floor.
(3) is a natural land. (4) is a concrete rock wall built for mooring artificial land. (5) (6): Left and right width 10
A mooring plate consisting of a steel plate with a length of about 10 m, a width of about 20 m and a thickness of about 10 cm.
(The tensile strength in the horizontal direction is about 200,000 tons each.) (7) (8)
Is a steel comb-like plate embedded in the rock wall (4) on the right and comb-shaped on the left, engaging the teeth on the right edge of the mooring plates (5) and (6). (9) and (10) are grooves cut on the upper surface of the frontmost teeth of the comb plates (7) and (8). (11) and (12) are shafts penetrating the right ends of the mooring plates (5) and (6) and the comb plates (7) and (8) in the front-rear direction. (13) and (14) are mooring boards (5)
(6) A comb-like plate that engages. (15) and (16) are shafts penetrating those teeth.
なお、(5)〜(16)により、2組の蝶番状係留装置
が形成されている。Note that (5) to (16) form two sets of hinge-shaped mooring devices.
(17)〜(20)はステンレス鋼、チタン、その他の耐
食性金属をドブヅケ、熔射、圧接その他の方法によりコ
ーティングした炭素鋼板、その他の金属板から成り、縦
×横×高さが20×20×10m程度の箱形をなし、上壁は建
物、道路、林、その他を建設するための人工地盤として
の機能を持ち、各々に内部へ入るためのハッチ(21)が
あり、前後縁に、左右面の形がL字形の金属板から成る
防波板(22)が、ボルト(23)により、各壁に多数設け
た内方にくぼんだ壁面陥凹型袋ナット(以下袋ナットと
略称する。なお、このような形状の構造物は周知の種々
の製造技術の応用により造り得るものである事は言うま
でもない。)(24)の一つにねじ止めされている。(17) to (20) are made of stainless steel, titanium, carbon steel plate coated with other corrosion-resistant metal by doubetique, thermal spraying, pressure welding or other methods, and other metal plates, and have a length x width x height of 20 x 20 It has a box shape of about 10m, the upper wall has a function as artificial ground for building, road, forest, etc., and each has a hatch (21) to enter inside, A plurality of inwardly concave wall cap nuts (hereinafter referred to as cap nuts) are provided on each wall by bolts (23). Needless to say, the structure having such a shape can be formed by applying various known manufacturing techniques.) (24).
この内(17)(18)は対岸用モジュールで右縁に櫛状
板(13)(14)が熔接されている。(19)(20)は普通
用モジュールである。(25)(26)は防波用モジュール
であり、(27)(28)はその上壁に開いた通気孔であ
る。Among them, (17) and (18) are modules for opposite shores, and comb plates (13) and (14) are welded to the right edge. (19) and (20) are ordinary modules. (25) and (26) are wave breaking modules, and (27) and (28) are ventilation holes opened in the upper wall thereof.
なお、モジュール(17)と(18)、(19)と(20)、
(25)と(26)は同じ構造をしている。Modules (17) and (18), (19) and (20),
(25) and (26) have the same structure.
第2図の(29)は岩壁(4)の海底部分から突出した
金属リング。(30)はそれにからまる金属リングを下端
に備えたシリンダー。(31)はその内部のピストン。
(32)はピストンロッド。(33)は係留板(6)の下面
から突出した金属リングで、ロッド(32)の上端のリン
グにからまっている。(34)(35)はシリンダー内の海
水である。(29) in Fig. 2 is a metal ring protruding from the seabed part of the rock wall (4). (30) is a cylinder with a metal ring at the lower end wrapped around it. (31) is the piston inside.
(32) is a piston rod. (33) is a metal ring projecting from the lower surface of the mooring plate (6), which is entangled with the ring at the upper end of the rod (32). (34) and (35) are seawater in the cylinder.
(36)は壁面から内方にくぼんだカバー中に入ってい
る防水ボルトで、頭には、六角柱状のくぼみ(37)がつ
いており、六角レンチをそのくぼみ中にはめ込み、回し
て他のモジュールの袋ナットに先端をねじ込む。頭は円
筒形であり、カバー内の円筒形空間内を移動するので、
海水の浸入が防がれ、あやまって右または左に回しすぎ
ても抜け落ちる事はなく、したがって、抜け落ちた穴か
ら浸水する事もない。(必要によっては頭とその周囲の
カバーとの間にパッキングを入れてもよい。) この防水ボルトはモジュールの各壁面に多数設けられ
る。ボルトの直径は数cm〜10数cm程度でよい。実際には
ひじょうに多数の防水ボルトとそれに適合する袋ナット
が設けられる。ボルトの先端は非使用時にはモジュール
の外面に突出しないよう、引っ込めておく。防水ボルト
の構造は種々可能で、頭をカバー外に出してもよい。(36) is a waterproof bolt in the cover that is recessed inward from the wall. The head has a hexagonal column-shaped recess (37), and a hexagon wrench is inserted into the recess and turned to rotate other modules. Screw the tip into the cap nut. Since the head is cylindrical and moves in the cylindrical space inside the cover,
Seawater infiltration is prevented, so if you accidentally turn it too far to the right or left, it will not fall out, and therefore will not flood through the hole that fell out. (If necessary, packing may be inserted between the head and its surrounding cover.) A number of waterproof bolts are provided on each wall of the module. The diameter of the bolt may be about several cm to several tens cm. In practice, a very large number of waterproof bolts and corresponding cap nuts are provided. When not in use, retract the tip of the bolt so that it does not protrude outside the module. The structure of the waterproof bolt is variously possible, and the head may be put out of the cover.
(38)は防波モジュール(26)の下部で、箱状をな
し、モジュール(20)の下面に防水ボルト(36)で止め
付けられている。(39)はモジュール(38)中に設けた
エアーコンプレッサー。(40)は左方の空洞で、防波モ
ジュールの上部の下端が入っている。(41)は(26)中
に設けた酸素混和装置の下壁。(42)は右壁。(43)は
上壁。(44)は上壁の左縁近くに開けた多数の小通気
孔。(45)は上壁左縁から右下方に向かう案内壁。(4
6)はその下方の波受け空洞。(47)は右方の間隙。(4
8)は上方の通気空洞。(49)は上壁(43)の高さに水
面が存在する養魚槽。(50)は上壁(43)の上方の波受
け扉。(51)はその上端を前後に貫き、前後端はモジュ
ール(26)の前後壁に連なる回転軸。(52)は扉の右方
の空洞。(53)は下端が左方に移動可能な逆止ベン。
(54)はそのベン口である。(38) is a box-shaped lower portion of the wavebreaker module (26), and is fixed to the lower surface of the module (20) with waterproof bolts (36). (39) is an air compressor installed in the module (38). (40) is the cavity on the left, which contains the lower end of the upper part of the breakwater module. (41) is the lower wall of the oxygen mixing device provided in (26). (42) is the right wall. (43) is the upper wall. (44) are a number of small vents opened near the left edge of the upper wall. (45) is a guide wall that goes from the left edge of the upper wall to the lower right. (Four
6) is the wave receiving cavity below it. (47) is the gap on the right. (Four
8) is the upper ventilation cavity. (49) is a fish tank with a water surface at the height of the upper wall (43). (50) is the wave receiving door above the upper wall (43). (51) is a rotating shaft that penetrates the upper end forward and backward, and the front and rear ends are connected to the front and rear walls of the module (26). (52) is the cavity to the right of the door. (53) is a check bend whose lower end can move to the left.
(54) is the vent.
次にこの組み立て工程、機能等について記す。 Next, the assembling process, functions, and the like will be described.
自然の陸地を延長し、海上に人工陸地を形成する目的
でこれらのモジュールを用いる。海岸から1km平方、10k
m平方、さらに100km平方等と拡張してもよい。面積が大
きいほど安定性も増し、利用価値も高まる。沖合の個数
の島に達し、さらにその周囲を取り囲むように拡張すれ
ば、風波や海流潮流の影響も受けにくくなる。These modules are used to extend natural land and create artificial land at sea. 1km square from the coast, 10k
It may be expanded to m square, 100 km square or the like. The larger the area, the greater the stability and the greater the value of use. Reaching the number of islands offshore and surrounding it further makes them less susceptible to wind waves and ocean currents.
まず、櫛状板(7)(8)を取り付けた岩壁(4)を
必要な長さ築く。First, the rock wall (4) to which the comb-shaped plates (7) and (8) are attached is laid in a required length.
ついで、工場で櫛状板(13)と係留板(5)を取り付
けた対岸用人工陸地モジュール(17)を造り、作業船で
櫛状板(7)の付近まで運ぶ。その際、係留板(5)の
下に船首形のフロートを入れ、係留板(5)を水平に保
ち、水上を曳航する際の抵抗を小さくする。(数個のモ
ジュールをつないで曳航してもよい) 継留板(5)の右縁を櫛状板(7)にかみ合わせた
後、短く切った多数のシャフト(11)を一つずつ溝
(9)中に入れ、後方に押して行き、係留板(5)と櫛
状板(7)をつなぐ。Then, an artificial land module (17) on the opposite shore to which the comb plate (13) and the mooring plate (5) are attached is built at the factory, and transported to the vicinity of the comb plate (7) by a work boat. At that time, a bow-shaped float is placed under the mooring plate (5) to keep the mooring plate (5) horizontal and to reduce the resistance when towing the water. (Several modules may be connected and towed.) After the right edge of the retaining plate (5) is engaged with the comb-like plate (7), a number of short-cut shafts (11) are grooved one by one. 9) Put it inside, push it backward, and connect the mooring plate (5) and the comb plate (7).
ついで、モジュール(17)の前にモジュール(18)を
運び、係留板(6)の右縁を櫛状板(8)にかみ合わ
せ、シャフト(12)を溝(10)をへて通す。Then, the module (18) is carried before the module (17), the right edge of the mooring plate (6) is engaged with the comb plate (8), and the shaft (12) is passed through the groove (10).
ついで、ハッチ(21)を開き、モジュール(18)内に
人が入り、後壁に付いている防水ボルトを回し、モジュ
ール(17)の前壁の袋ナットにねじ込み、モジュール
(17)と(18)を結合する。Then, open the hatch (21), enter the module (18), turn the waterproof bolt on the rear wall and screw it into the cap nut on the front wall of the module (17). ).
ついで、モジュール(19)を(17)の側に運び、モジ
ュール(17)内のボルトを(19)内の袋ナットにねじ込
み、両者を結合する。Next, the module (19) is carried to the side of (17), and the bolts in the module (17) are screwed into the cap nuts in (19) to connect them.
ついで、モジュール(20)を運び、(18)内のボルト
を(20)内のナットにねじ込み、(20)内のボルトを
(19)内のナットにねじ込み、それらの結合を図る。Next, the module (20) is carried, and the bolts in (18) are screwed into the nuts in (20), and the bolts in (20) are screwed into the nuts in (19) to join them.
ついで、防波モジュール(25)を運び、その下部をモ
ジュール(19)の下に入れ、ボルト(36)で両者を結合
する。Next, the wave protection module (25) is carried, the lower part is put under the module (19), and the two are connected with bolts (36).
ついで、防波モジュール(26)を運び、その下部(3
8)をモジュール(20)の下にボルトで結合する。Next, carry the breakwater module (26) and lower it (3
8) Bolt under the module (20).
このようにして図の状態に組み立てる。 Thus, it is assembled in the state shown in the figure.
モジュール(20)の左方に普通用モジュールをつぎた
す場合、(20)中のボルトをゆるめ、(26)を沖に運
び、その後に新たな普通用モジュールを運び、モジュー
ル(20)に右面を結合し、モジュール(26)を左面に結
合する。To insert a normal module to the left of module (20), loosen the bolts in (20), carry (26) offshore, and then carry a new regular module, and attach the right face to module (20). And the module (26) is connected to the left side.
新たな対岸用モジュールをモジュール(17)の後面に
結合する場合、まず、係留に必要な櫛状板付きの岩壁を
築き、新たな対岸用モジュールを運び、その係留板をつ
なぎ、モジュール(17)と結合する。When connecting a new shore module to the back of the module (17), first construct a rock wall with comb plates required for mooring, carry the new shore module, connect the mooring plate, and connect the module (17). ).
新たにモジュールをつないだ場合、(17)上のボルト
(23)をはずし、防波板(22)を新たなモジュールの縁
に付け直したり、新たな防波板を取り付けたりする。If a new module is connected, remove the bolts (23) on (17) and reattach the wavebreaker plate (22) to the edge of the new module, or attach a new wavebreaker plate.
このようにして設置したモジュール群はただちに使用
可能となり、それらの上面にコンクリートや土をかぶ
せ、道路を敷設したり、建物を建てたり、林を造ったり
出来、内部にも住居、倉庫、工場、道路その他の施設を
造る事が出来る。内部は必要に応じて2階、3階にしき
って用いる。(あらかじめ、各階のしきりの床を付けて
おいてもよい。最上階は側壁を除去し、多数の支柱上に
上壁が取り付けられている構造にしてもよい。) 修理その他の理由で撤去する必要が生じた場合、ボル
トをゆるめたり、シャフト(11)または(12)を抜き取
る等し、はずす事が出来る。Modules installed in this way can be used immediately, covering them with concrete or soil, laying roads, building buildings, building forests, and houses, warehouses, factories, You can build roads and other facilities. The interior will be used on the second and third floors as necessary. (The floor of each floor may be attached in advance. The top floor may have a side wall removed and a structure in which the upper wall is mounted on a number of columns.) Remove for repair or other reasons If necessary, the bolt can be loosened or the shaft (11) or (12) can be removed, for example.
しかし、各モジュール間を永続的に、さらに強固に結
合したい場合には、壁面に貫通孔を開け、リベットやボ
ルトとナットで止めたり、ガス圧接、電気抵抗熔接、爆
着、その他で結合してもよい。第4図のような加熱衝撃
圧接装置を用いて圧窃してもよい。However, if you want to connect the modules permanently and firmly, open a through hole in the wall and fix it with rivets, bolts and nuts, gas pressure welding, electric resistance welding, explosive bonding, etc. Is also good. Stealing may be performed using a thermal shock pressure welding device as shown in FIG.
第4図中(55)(56)は鋼板。(57)(58)は左右の
同構造の装置の土台を兼たエアータンク。(59)(60)
はその上に取り付けた通気管。(61)(62)はその途中
に挿入した電磁ベン。(63)(64)は管の上端に取り付
けたシリンダー。(65)(66)はピストン。(67)(6
8)はピストンロッド。(69)(70)はハンマー。(7
1)(72)はガスバーナーのノヅルである。In Fig. 4, (55) and (56) are steel plates. (57) and (58) are air tanks that also serve as the base for the left and right devices of the same structure. (59) (60)
Is the ventilation tube attached on top. (61) and (62) are electromagnetic vents inserted in the middle. (63) and (64) are cylinders attached to the upper end of the pipe. (65) and (66) are pistons. (67) (6
8) is a piston rod. (69) and (70) are hammers. (7
1) (72) is the gas burner nozzle.
まず、ノヅル(71)(72)から火炎を鋼板(55)(5
6)に吹き付けて加熱し、鋼板が赤熱された時、電磁ベ
ン(61)(62)を開き、タンク(57)(58)内の高圧空
気をシリンダー(63)(64)内に送り込み、ピストン
(65)(66)を鋼板に向かって押し、ハンマー(69)
(70)を鋼板に衝撃的に打ち付け、鋼板を圧接する。First, a flame was applied to the steel plate (55) (5) from the nozzle (71) (72).
When the steel plate is glowed and heated, the electromagnetic vents (61) and (62) are opened, and the high-pressure air in the tanks (57) and (58) is sent into the cylinders (63) and (64), Press (65) and (66) against the steel plate and use a hammer (69)
(70) is impacted on the steel plate, and the steel plate is pressed.
左右の装置を平行移動させ、別の場所の圧接を順次行
ない、鋼板(59)と(60)を強固に接続する。The left and right devices are moved in parallel, and pressure welding is sequentially performed at other places to firmly connect the steel plates (59) and (60).
この場合、鋼板の加熱をハンマー(69)(70)の付近
に設けた高周波コイルで行ない、コイルを移動させた
後、両ハンマーを鋼板に打ち付けるようにしたり、ハン
マーを銅製にし、鋼板を加圧した状態で通電し、圧接し
たり、ハンマーを強力な低周波交流を流した電磁石に置
き代え、左右の電磁石の磁気による吸引力で鋼板をはさ
み、かつ磁気の変化で鋼板に渦流を発生させ、加熱し、
圧接する等してもよい。In this case, the steel plate is heated with a high-frequency coil provided near the hammers (69, 70), and after moving the coil, both hammers are hit on the steel plate, or the hammer is made of copper and the steel plate is pressed. In this state, energize, press-contact, or replace the hammer with an electromagnet that flows a strong low-frequency AC, sandwich the steel sheet with the attractive force of the magnetism of the left and right electromagnets, and generate a vortex in the steel sheet due to the change in magnetism, Heating,
They may be pressed against each other.
海水(1)の水位は潮汐、気圧、風波等の影響で変化
する。もし、モジュール群を岩壁(4)に固定したとす
れば、水位変化でモジュール群には大きな浮力変化が加
わり、テコの原理で岩壁との接続部にはさらに大きな曲
げの応力が生じ、たちまち岩壁またはモジュールが破壊
してしまう。The water level of seawater (1) changes under the influence of tide, pressure, wind waves, and the like. If the module group is fixed to the rock wall (4), a large change in buoyancy is applied to the module group due to a change in water level, and a greater bending stress is generated at the connection with the rock wall according to the principle of leverage. Instantly the rock wall or module is destroyed.
しかし、係留板(5)(6)等から成る蝶番状係留装
置を用いているため、水位変化にともない、モジュール
群が上下しても、係留板(5)(6)と、その左右の櫛
状板(7)(8)(13)(14)とより成るジョイントが
回転運動をして力をそらし、係留板の傾斜が変わるのみ
である。However, since the hinge-shaped mooring device including the mooring plates (5) and (6) is used, the mooring plates (5) and (6) and the left and right combs are provided even when the module group moves up and down due to the water level change. The joint consisting of the plates (7), (8), (13) and (14) makes a rotational movement to deflect the force and only changes the inclination of the mooring plate.
係留板(5)(6)はモジュール群を岩壁(4)につ
なぎ止めると共に、自然の陸地(3)と人工陸地をなだ
らかにつなぐ機能も持っており、表面には硬質ゴム板で
舗装した道路を付けたり、芝生や花壇を設けたりすれば
よい。The mooring plates (5) and (6) have the function of connecting the modules to the rock wall (4) and also have the function of smoothly connecting the natural land (3) and the artificial land. The surface of the road is paved with a hard rubber plate. You can add a lawn or a flower bed.
モジュール群は風波や海流潮流により、左右方向成分
と前後方向成分の力を受ける事になるが、予測される最
大の力を受けても破損しないように係留板(5)(6)
の厚み、形、構造、その他の設計を選択する。係流板
(5)(6)等と同様の係留装置を、それらの下方に数
個追加して取り付けてもよい。The module group receives the force of the horizontal component and the longitudinal component due to the wind wave and the tidal current, but the mooring plates (5) and (6) do not break even under the predicted maximum force.
Choose thickness, shape, structure and other designs. Several mooring devices similar to the mooring plates (5) and (6) may be additionally provided below them.
モジュール群が一定以上に大きくなれば、波によるモ
ジュール群の上下動はほとんどなくなるが、小さい場合
には波の影響を受け易い。しかし、モジュール群が波に
より、上下に動こうとしても、係留板に連なるピストン
(31)がシリンダー(30)内の海水(34)(35)の抵抗
を受けて自由に動けないため、モジュール群の動きもお
さえられる。When the module group becomes larger than a certain size, the wave of the module group is hardly moved up and down, but when it is small, it is easily affected by the wave. However, even if the modules try to move up and down due to waves, the pistons (31) connected to the mooring plate cannot move freely due to the resistance of the seawater (34) (35) in the cylinder (30). Movement is also suppressed.
ただし、潮汐による水位変化等、長周期の水位変化の
際は、ピストンロッド及びピストンと、シリンダーとの
隙間を通じ、水がじょじょに移動するため適応し得る。However, in the case of a long-period water level change such as a water level change due to the tide, the water is gradually moved through a gap between the piston rod and the piston and the cylinder.
沖から岸に向かう波が酸素混和装置の上壁(43)を少
し越える程度の高さである場合、波の下部は波受け空洞
(46)に入り、そこにあった空気を右に押し、空気は間
隙(47)、通気空洞(48)を通り、小通気孔(44)から
噴き上げ、上壁(43)上を通る波頭の水中に吹き込ま
れ、空気中の酸素が水に溶解する。If the wave going offshore to the shore is just above the top wall of the oxygenator (43), the bottom of the wave will enter the wave receiving cavity (46) and push the air there to the right, The air passes through the gap (47), the ventilation cavity (48), blows up from the small ventilation hole (44), is blown into the water of the crest passing over the upper wall (43), and the oxygen in the air dissolves in the water.
そのけっか、波の下部の右方に向かう運動エネルギー
の多くが空気を押すエネルギーとして消耗され、波の衝
撃を弱める事になる。上壁(43)上を右進する波の上部
は波受け扉(50)の下を通って空洞(52)の右壁にぶつ
かるが、その衝撃は小さい。Most of the kinetic energy going to the right at the bottom of the wave is wasted as energy to push the air, weakening the impact of the wave. The upper part of the wave going right on the upper wall (43) passes under the wave receiving door (50) and hits the right wall of the cavity (52), but its impact is small.
途中養魚槽(49)の水に酸素を多く含んだ水が混り、
魚の飼育に役立つ。波が沖へ引く時、空洞(46)(48)
に入った水も引く。On the way, the water in the fish tank (49) contains oxygen-rich water,
Useful for raising fish. When the waves go offshore, cavities (46) (48)
The water that enters is also drawn.
大きな波は扉(50)に上部がぶつかり、扉を右に押し
て入り込み、空洞(52)内の空気を通気孔(28)から噴
き出させ、エネルギーを消費し、空洞(52)の右壁にゆ
るやかにぶつかる。The big wave hits the door (50) at the top, pushes the door to the right and enters it, blowing out the air in the cavity (52) through the vent (28), consuming energy and hitting the right wall of the cavity (52) I hit it gently.
波が引く時、扉(50)は左に動き、ベン(53)も左に
動き、ベン口(54)を通じて空洞(52)内に外気が入り
込む。When the wave hits, the door (50) moves to the left and Ben (53) also moves to the left, allowing outside air to enter the cavity (52) through the vent (54).
なお、扉(50)がなければ、空洞(52)の上壁より低
い波が入った場合、空洞内の空気は波頭の上部を通って
左に抜け出てしまい、衝突作用が生じない。Without the door (50), if a wave lower than the upper wall of the cavity (52) enters, the air in the cavity escapes to the left through the upper part of the crest and no collision action occurs.
このようにして、波の衝撃を弱め得るが、防波モジュ
ール(26)の上を越えるほどの波が来る場合、エアーコ
ンプレッサー(39)を駆動し、図示しない管を通じて外
気を取り入れ、空洞(40)中に送り込み、防波用モジュ
ール(26)を押し上げ、波を防ぐ。In this way, the impact of the waves can be weakened, but if a wave that exceeds the wave protection module (26) comes in, the air compressor (39) is driven to take in the outside air through a pipe (not shown) and the cavity (40). ) And push up the wavebreak module (26) to prevent waves.
なお、養魚槽(49)の水面等に網をかけ、魚が逃げ出
すのを防いだり、扉(50)と同様の扉を上壁(43)の左
縁から下垂させてもよい。The fish tank (49) may be meshed with water to prevent the fish from escaping, or a door similar to the door (50) may be hung down from the left edge of the upper wall (43).
モジュール群の周囲から網を海底に垂らし、その内部
を様魚場にし、様魚槽(49)内に入り込む酸素の豊富な
水を通水管をへて、その養魚槽内に導くようにしてもよ
い。A net is hung from the periphery of the module group on the seabed, and the inside of the net is used as a fish tank, and the oxygen-rich water that enters the fish tank (49) is passed through the water pipe to be led into the fish tank. Good.
小通気孔(44)を右壁(42)の上部及び上壁(43)と
案内壁(45)の境界部に左右に向かう形で設けてもよ
い。The small ventilation hole (44) may be provided in the upper part of the right wall (42) and at the boundary between the upper wall (43) and the guide wall (45) so as to face left and right.
通気孔(27)(28)から噴き出す空気で風力タービン
発電機を回してもよい。The wind turbine generator may be turned by air blown out from the ventilation holes (27) and (28).
前述の側壁のない階は喫水線より、ずっと高い位置に
設けるが、大波が莱れば浸水するおそれもあり、防波モ
ジュール等により浸水を防ぐ必要がある。The floor without the above-mentioned side wall is provided at a position much higher than the waterline, but there is a risk of flooding if the waves are large, and it is necessary to prevent the flooding with a wavebreak module or the like.
防波モジュールの下部(38)を左方に延長し、モジュ
ール(26)と(20)の間に出来る空間を港に用いてもよ
い。The lower part (38) of the breakwater module may be extended to the left and the space created between modules (26) and (20) may be used for the port.
上記の実施例はさらに種々の変更が可能である。以下
その概要を記す。The above embodiment can be further modified in various ways. The outline is described below.
例示したモジュールや係留板のサイズを種々に変更し
てもよい。The sizes of the illustrated modules and mooring plates may be variously changed.
各モジュールの各側壁に各種の直径の穴を開け、その
内側にねじ式の蓋を付け、モジュールをつなぎ合わせた
後、蓋をはずし、人の通路、水道管、電線等を通すのに
用いるようにしてもよい。Drill holes of various diameters on each side wall of each module, attach a screw-type lid inside, connect the modules, remove the lid, and use it to pass human passages, water pipes, electric wires etc. It may be.
モジュール群の一部に高さ100m程度の人工の山を造っ
てもよい。An artificial mountain with a height of about 100m may be built in a part of the module group.
その造り方は種々可能であるが、モジュール群の人工
陸地上にモジュールを積み上げて行く一方、人工陸地の
下面に、上に積んだ重量に相当する浮力を造り出すだけ
のモジュールを取り付けて行き、山の外面には山らしい
曲面を持った特殊モジュールを取り付け、さらにその外
面に土を付け、樹木を植える等である。(内部は建物と
して利用し得る) モジュールの外形は通常直方体にするが、上記のよう
な人工の山、砂浜等の外装用では、他のモジュールに接
する部分は直方体状にし、外に向かう面は直方体の一部
を任意に削り取った曲面や傾斜面になるようにすればよ
い。There are various ways to make it, but while stacking the modules on the artificial land of the module group, attach the modules to the lower surface of the artificial land to create buoyancy equivalent to the weight piled on top, A special module with a mountain-like curved surface is attached to the outer surface, and soil is added to the outer surface, and trees are planted. (The interior can be used as a building.) The outer shape of the module is usually a rectangular parallelepiped, but for the exterior for artificial mountains and sand beaches as described above, the part in contact with other modules is a rectangular parallelepiped. What is necessary is just to make it a curved surface or an inclined surface obtained by arbitrarily shaving off a part of the rectangular parallelepiped.
岩壁(4)の左面が上から見て曲線をなす場合、対岸
用モジュールの右面をそれと平行にし、前後幅1m、左右
幅10m程度の係留板を多数並べ、それらの端を湾曲線に
合わせ、ずらせて取り付けてもよい。When the left side of the rock wall (4) forms a curve when viewed from above, make the right side of the counter bank module parallel to it, arrange a number of mooring plates with a width of about 1 m and a width of about 10 m and align their ends with the curved lines , May be shifted.
大地震の際、自然陸地が急激にずれ、係留板等が破損
するおそれもある。それを回避するため、第5図示のよ
うな係留板を用いてもよい。In the event of a large earthquake, the natural land may suddenly shift and the mooring plate may be damaged. In order to avoid this, a mooring plate as shown in FIG. 5 may be used.
図中(73)は前後幅1cm、上下幅1m、左右長15m程度の
バネ用鋼板を、上から見て、波長が10cm程度のサイン波
形をなすように曲げた物である。その板を多数、櫛状板
(74)(75)にかみ合わせて、シャフト(76)(77)を
通し、係留装置にする。(隣接する板(73)を拡散熔
接、その他で結合し、ハニカム構造にしてもよい。) この上に分厚い硬質ゴム板をかぶせて用いればよい。(73) in the figure shows a spring steel plate having a width of about 1 cm, a width of about 1 m, and a length of about 15 m, which is bent so as to form a sine waveform having a wavelength of about 10 cm when viewed from above. A large number of the plates are engaged with the comb-shaped plates (74) and (75) and passed through the shafts (76) and (77) to form a mooring device. (Adjacent plates (73) may be joined by diffusion welding or other means to form a honeycomb structure.) A thick hard rubber plate may be placed over this.
剛板の中間に一部弾性板を挿入したり、櫛状板(15)
とモジュール(17)間をスプリングを介して接続する等
してもよい。Partially insert an elastic plate in the middle of the rigid plate, or use a comb-like plate (15)
And the module (17) may be connected via a spring.
各モジュール間に弾性材料を挿入し、各防水ボルトに
スプリングワッシャーを用いる等して、モジュール群全
体に伸縮性や緩衝性をあたえ、自然陸地の急動を吸収し
てもよい。An elastic material may be inserted between the modules, a spring washer may be used for each waterproof bolt, etc., so that the entire module group has elasticity and cushioning, and absorbs sudden movements of a natural land.
各モジュールは船や航空機のように、適宜内部に支
柱、梁、フレーム等を用い、外装板の厚さを必要最小限
にし、製作費を下げる事が望ましい。It is desirable to use columns, beams, frames, and the like inside the modules as appropriate, as in ships and aircraft, to minimize the thickness of the exterior plate, and to reduce manufacturing costs.
各モジュールには浸水検知器、低面から突出させ得る
底面及び水中の監視用潜望鏡、異状警報機、自動排水
機、歪検知機、その他を設ける事が望ましい。It is desirable to provide each module with an inundation detector, a bottom surface that can protrude from a low surface and a periscope for monitoring underwater, an abnormality alarm, an automatic drainer, a strain detector, and the like.
モジュール群の内部に100m平方程度の空間を造るに
は、各モジュールの壁を適宜切り取ればよいが、第6〜
7図のようなモジュールを用いてもよい。In order to create a space of about 100 m square inside the module group, the walls of each module may be cut off as appropriate.
A module as shown in FIG. 7 may be used.
図中(78)は下壁。(79)は上壁。(80)は各面に四
角形の窓を有する側壁。(81)はその外面をおおう加熱
すれば破壊するマイクロカプセル入りの接着剤を含むゴ
ム板。(82)は側壁に取り付けた防水ボルト。(83)は
同じく袋ナット。(84)は側壁の各窓を内側からふさぐ
着脱可能壁板。(85)はそれと側壁板の間に入れたゴム
板。(86)は壁板(84)を側壁(80)に取り付けている
ボルトである。(78) in the figure is the lower wall. (79) is the upper wall. (80) is a side wall having a square window on each side. (81) is a rubber plate containing an adhesive with microcapsules that can be broken by heating the outer surface. (82) is a waterproof bolt attached to the side wall. (83) is a cap nut. (84) is a removable wall plate that covers each window on the side wall from the inside. (85) is a rubber plate inserted between it and the side wall plate. (86) is a bolt for attaching the wall plate (84) to the side wall (80).
このモジュールを水に浮かべれば、ゴム板(85)がパ
ッキングとなり、内部への浸水が防がれる。このモジュ
ールを多数、ゴム板(81)を接触させて並べ、防水ボル
ト(82)と袋ナット(83)で結合し、モジュール群を造
る。If this module is floated on water, the rubber plate (85) will be packed, preventing water from entering inside. A large number of these modules are arranged in contact with a rubber plate (81) and connected with a waterproof bolt (82) and a cap nut (83) to form a module group.
誘電加熱その他によりゴム板(81)を加熱し、隣接す
るゴム板同しを接着する。The rubber plate (81) is heated by dielectric heating or the like, and the adjacent rubber plates are bonded together.
ついで、ボルト(86)をゆるめ、適当な場所の壁板
(84)をはずし、任意の広さの連続空間を得る。Next, loosen the bolt (86) and remove the wall plate (84) at an appropriate place to obtain a continuous space of any size.
側壁(80)の外面のゴム板(81)がかぶっていない部
分を外方に、ゴム板(81)の肉厚の半分程度突出させ、
ボルト(82)をしめた際、隣接するモジュールの金属製
側壁同しが接触し、熔接等を容易に公ない得るようにし
てもよい。A portion of the outer surface of the side wall (80) where the rubber plate (81) is not covered is projected outward to about half the thickness of the rubber plate (81),
When the bolt (82) is tightened, the metal side walls of the adjacent modules may come into contact with each other so that welding or the like can be easily exposed.
なお、各壁に壁板を取り付けた2個以上の窓を設けて
もよい。用途により、1または2側壁面に窓を設けない
事もある。Note that two or more windows having wall plates attached to each wall may be provided. Depending on the application, a window may not be provided on one or two side walls.
モジュール間の結合を強固にするため、前から数えて
奇数番目の対岸用モジュールの左右長を、偶数番のそれ
の1.3倍程度にし、奇数番と偶数番の全モジュールがた
がいちがいに並ぶようにしたり、各モジュールの左壁と
後壁の上下縁から上下壁を1m程度突出させたエッジを付
け、右壁と前壁の上下縁付近の上下壁に、エッジにかみ
合うくぼみを付け、エッジとくぼみを熔接する等しても
よい。In order to strengthen the coupling between the modules, make the left and right length of the odd-numbered counter-bank module counted from the front about 1.3 times that of the even-numbered module, so that all the odd-numbered and even-numbered modules are aligned with each other. In addition, attach an edge that protrudes the upper and lower walls by about 1 m from the upper and lower edges of the left and rear walls of each module, and attach recesses that mesh with the edges on the upper and lower walls near the upper and lower edges of the right and front walls. May be welded.
モジュールの各壁板の一部または全部を鉄筋コンクリ
ート、PSコンクリート、ガラス繊維強化コンクリート、
多数の石板をモルタルで張り合わせた石材ベニア板、独
立気泡の軽石、その他の材料で造ってもよい。Part or all of each wall plate of the module is reinforced concrete, PS concrete, glass fiber reinforced concrete,
It may be made of a stone veneer obtained by bonding a number of stone plates with mortar, closed-cell pumice stone, or other materials.
日本列島の面積と同程度の人工陸地を造る場合、金属
やセメントも不足するが、海底の土砂や岩石を採取し、
太陽エネルギーその他で壁板用材料に加工して用いれば
よい。When constructing an artificial land equivalent to the area of the Japanese archipelago, there is also a shortage of metal and cement.
What is necessary is just to process it into a wall board material with solar energy etc. and use it.
それらの材料で造られたモジュールでは、まず防水ボ
ルトで結合し、外壁面間に生ずる設定空間中にモルタル
を流し込み、結合を強化する等してもよい。Modules made of these materials may be connected first with waterproof bolts, and mortar may be poured into a set space created between the outer wall surfaces to strengthen the connection.
関東地方では、マントル対流で海底の太平洋プレート
が沈み込む際、アジアプレートの端を引き込み、アジア
プレートが復元する際、大地震が生ずるとされるが、両
プレートの接触面の岩石を多量に採掘し、両者の摩擦面
積を経らし、摩擦力の総和を減少させ、長時間をかけ
て、多数回の小地震を起こさせながら、アジアプレート
が復元するようにし、蓄積したエネルギーを分散的に解
放したり、岩石の採掘により、太平洋プレートがアジア
プレートを引き込むのに必要な摩擦力を不足させ、地震
エネルギーの蓄積を阻止したり、地下の深い岩石を除去
する事により減圧し、高圧で固体化していた岩石をマグ
マ化し、人工海底火山を造り、二プレートの摩擦エネル
ギーを熱エネルギーに変換して解放するようにする等し
てもよい。In the Kanto region, when the Pacific Ocean plate sinks due to mantle convection, the edge of the Asian plate is pulled in, and when the Asian plate is restored, a large earthquake is said to occur, but a large amount of rock is mined at the contact surface of both plates Through the frictional area between the two, the total frictional force is reduced, and over a long period of time, many small earthquakes are caused, the Asian plate is restored, and the accumulated energy is released in a distributed manner Or rock mining, the Pacific Plate lacks the frictional force needed to pull the Asian Plate, deters seismic energy from accumulating, and removes deep underground rocks to reduce pressure and solidify at high pressure. It is also possible to turn the rocks into magmas, create artificial submarine volcanoes, convert the frictional energy of the two plates into thermal energy and release it.
この場合、採掘の位置、形(櫛の歯状にする等)、サ
イズ、時期、採掘装置等の論理的実験的研究を詳細に公
なう必要がある。In this case, it is necessary to disclose in detail the logical and experimental research on the mining position, shape (such as comb teeth), size, timing, mining equipment, and the like.
採掘した岩石は人工陸地に用いる。 The mined rock is used for artificial land.
海上のモジュール群に新たにモジュールをつなぐ際、
自由に動かし得る2本の長いアームを持つ作業船を用
い、アームに取り付けた電動ボルトを回し、1本のアー
ムを既設のモジュールの上面袋ナット固定し、他のアー
ムを新設のモジュールの上面の袋ナットに固定し、アー
ムを操作して新設モジュールを既設モジュールに接触さ
せ、両モジュール内に強力な電磁石を入れ、両者の吸引
力で両モジュールの壁面を密着させ、多数のボルトしめ
機が付いた装置で一度に多数の防水ボルトをしめて行く
ようにする等、作業を機械化する事が望ましい。底面の
補修、塗装用潜水船等も有要である。When connecting a new module to a group of modules at sea,
Using a work boat with two long arms that can move freely, turn the electric bolt attached to the arm, fix one arm on the upper surface of the existing module and fix the other arm on the upper surface of the new module. Fix it to the cap nut, operate the arm to bring the new module into contact with the existing module, put a strong electromagnet in both modules, adhere the walls of both modules with the attractive force of both, and have a number of bolt tighteners It is desirable to mechanize the work by, for example, tightening a large number of waterproof bolts at once with a device. Repair of the bottom, submersibles for painting, etc. are also important.
上記実施例では蝶番型係留装置を用いたが、次のよう
なスライド型係留装置を用いてもよい。In the above embodiment, the hinge type mooring device is used, but the following slide type mooring device may be used.
第8〜9図において、(87)は岩壁。(88)は右方が
岩壁に埋め込まれた鋼製のチャンネルで、上から見てT
字形断面の溝を有する。(89)は対岸用モジュール。
(90)はその右面に取り付けた(88)と同様のチャンネ
ル。(91)はチャンネル(88)と(90)にはめ込んだH
形鋼材。(92)はその上端から左方に延びた落下防止
板。(93)は右端は肉薄で、岩壁(87)に取り付けら
れ、左端はモジュール(89)上に乗っている鋼板から成
る接続板。(94)は海面。(95)は海底である。8 and 9, (87) is a rock wall. (88) is a steel channel embedded in the rock wall on the right, and T
It has a groove with a V-shaped cross section. (89) is the module for the opposite shore.
(90) is the same channel as (88) attached to the right side. (91) is H fitted to channels (88) and (90)
Shaped steel. (92) is a fall prevention plate extending leftward from the upper end. (93) is a thin connecting plate attached to the rock wall (87) on the right end and a steel plate on the module (89) on the left end. (94) is the sea surface. (95) is the sea floor.
モジュール(89)を岩壁(87)に横付けした後、チャ
ンネル(88)と(90)の上からH形鋼材(91)を落とし
込み、落下防止板(92)をモジュールの上面に熔接す
る。After laying the module (89) against the rock wall (87), the H-shaped steel (91) is dropped from above the channels (88) and (90), and the fall prevention plate (92) is welded to the upper surface of the module.
海面(94)が上下移動すると、チャンネル(88)中を
H形鋼材(91)がスライドし、モジュール(89)も抵抗
なく上下動する。岩壁(87)とモジュール(89)の上面
との高度差が変動するが、接続板(93)がその右端の肉
薄部でたわみ、左端が常にモジュール上面に接してお
り、その上を通れば、自然陸地からモジュール上に容易
に移動し得る。H形鋼材(91)は岩壁とモジュールを水
平方向に強化に結合する機能を持っている。When the sea surface (94) moves up and down, the H-shaped steel (91) slides in the channel (88), and the module (89) moves up and down without resistance. The altitude difference between the rock wall (87) and the upper surface of the module (89) fluctuates, but the connecting plate (93) bends at the thin portion at the right end, and the left end is always in contact with the upper surface of the module. , Can be easily moved onto the module from natural land. The H-section steel (91) has the function of strengthening the rock wall and the module horizontally.
各モジュールの全側壁にT字形のくぼみを多数付け、
H形鋼材を入れ、モジュール間の結合を強めるのに用い
てもよい。Many T-shaped depressions are provided on all side walls of each module,
An H-beam may be used to strengthen the connection between the modules.
チャンネル(88)とH形鋼材(91)との間にオイルレ
スメタル、ボールベアリング、ローラーベアリング等を
はさみ、両者の摩擦を小さくしてもよい。チャンネル
(90)とモジュール(89)の間に緩衝機を入れてもよ
い。An oilless metal, a ball bearing, a roller bearing, or the like may be interposed between the channel (88) and the H-shaped steel material (91) to reduce the friction therebetween. A buffer may be inserted between the channel (90) and the module (89).
波受け空洞(46)その他から成る酸素混和装置をモジ
ュール群の周囲の海中に多数設け、モジュール群の下方
に設けた養魚域内に酸素の豊富な海水が入り込むように
してもよい。A large number of oxygen mixing devices including the wave receiving cavity (46) and the like may be provided in the sea around the module group so that the oxygen-rich seawater enters the fish farming area provided below the module group.
第10図はそのような目的で設けた酸素混和装置を示
し、(96)は本体。(97)はその下に取り付けたフロー
ト。(98)(99)はその下に取り付けた金属製の支柱。
(100)はその下に取り付けたフロート(97)とほぼ同
面積の水平板。(101)(102)はロープ。(103)はコ
ンクリート製の重り。(104)は海底。(105)は水面で
ある。FIG. 10 shows an oxygen mixing device provided for such a purpose, and (96) is a main body. (97) is a float attached underneath. (98) and (99) are metal columns attached underneath.
(100) is a horizontal plate with almost the same area as the float (97) attached below. (101) and (102) are ropes. (103) is a concrete weight. (104) is the sea floor. (105) is the water surface.
波が左方から本体(96)にぶつかると、前述したよう
に、波の下部は本体中の空気を加圧し、気泡が本体左縁
近くの上面から噴き出し、波の上部の水中に入り、酸素
が混和される。When the wave hits the body (96) from the left, as described above, the lower part of the wave pressurizes the air in the body, causing bubbles to blow out from the upper surface near the left edge of the body and enter the water above the wave, causing oxygen Are mixed.
その際、波による水面上昇に従い、フロート(97)や
本体(98)が上昇してしまえば、波が本体中に入る事が
出来ず、内部の空気を水中に吹き込む事も出来なくな
る。At that time, if the float (97) and the main body (98) rise according to the rising of the water surface due to the waves, the waves cannot enter the main body and the air inside cannot be blown into the water.
しかし、波により、フロート(97)が上昇する力を受
けても、水平板(100)が上昇する際に水の抵抗を受け
るため、水面が上昇するほどには上昇出来ず、酸素混和
装置としての機能が果たされる。However, even if the float (97) receives the force of rising due to the waves, the water cannot be lifted as the water level rises because the horizontal plate (100) receives the resistance of water when it rises. Function is performed.
なお、重り(103)に支柱を立て、その上端に前述の
シリンダー(30)を固着し、ピストンロッド(32)の上
端をフロート(97)に固着し、本体(96)が波と共に上
下しないようにしてもよい。In addition, a column is set up on the weight (103), the above-mentioned cylinder (30) is fixed to the upper end thereof, and the upper end of the piston rod (32) is fixed to the float (97) so that the main body (96) does not move up and down with the wave. It may be.
水平板(100)やシリンダー(30)等による、長周期
の水位変化には適応するが、波による上下動は抑制する
装置は、本発明以外の波力利用の装置にも適用し得る。A device adapted to a long-period water level change by a horizontal plate (100) or a cylinder (30) or the like, but capable of suppressing the vertical movement by a wave can be applied to a device utilizing wave power other than the present invention.
第11〜12図は前記の(25)(26)とは異なった構造の
消波モジュールを示し、(106)はフロート部。(107)
(108)はその左面に連なる取り付け板。(109)はそれ
らに囲まれた上下の開いた空間。(110)は左右幅が1m
程度の消波板で、フジツボ等の生物が付きにくいフッソ
樹脂等から成り、ハニカム状の構造をしている。(11
1)は板(110)中に多数設けた空洞で、その上下及び前
後幅は20cm程度で、右端は細くなり、板の右面に開く小
孔(112)に連なる。(113)は海面。(114)は海底で
ある。FIGS. 11 and 12 show a wave canceling module having a structure different from those of the above (25) and (26), and (106) is a float portion. (107)
(108) is a mounting plate connected to the left side. (109) is the upper and lower open space surrounded by them. (110) is 1m left and right
It has a honeycomb-like structure made of fluororesin or the like, which is a wave-dissipating plate of a small size and is difficult for organisms such as barnacles to adhere to. (11
1) is a large number of cavities provided in the plate (110), the top and bottom and front and rear widths thereof are about 20 cm, and the right end is narrowed and connected to a small hole (112) opened on the right side of the plate. (113) is the sea surface. (114) is the sea floor.
フロート部(106)の右面をモジュール群の縁に取り
付けると、沖からの波は小波板(110)にあたり、空洞
(111)中に入り、内部の空気は小孔(112)を通じ空間
(109)に出、その際の通過抵抗が波の運動エネルギー
を消費し、消波効果をもたらす。When the right side of the float (106) is attached to the edge of the module group, the offshore waves hit the small corrugated plate (110), enter the cavity (111), and the air inside the space (109) through the small holes (112). And the passing resistance at that time consumes the kinetic energy of the wave, resulting in a wave-eliminating effect.
波が引く時、空洞(111)中に入った水も外に出る。 When the wave hits, the water that entered the cavity (111) also exits.
空旁(111)の左右長が長いほど、消波効果は大きく
なるが、製作費も大きくなるので、海域の波の程度に応
じて選択する。The longer the left and right sides of the air (111), the greater the wave-elimination effect, but the higher the production cost, so the selection is made according to the degree of the waves in the sea area.
空洞(111)に右上がりの20゜程度の傾斜を付けた
り、右上がりに湾曲したりし、中に入った水が流れ出易
いようにしてもよい。The cavity (111) may have a slope of about 20 ° which rises to the right, or may be curved so as to rise to the right to make it easier for the water that has entered to flow out.
空洞(111)を板(110)の右端に達する一様なトンネ
ルにし、板(110)の右面に取り付けた21×21cmの角程
度の弾性金属薄板製のベンで右端をふさぎ、空洞内の空
気が右方に押し出される時にはベンがわずかに開き、空
気が出来った後、なお波が押しよせる場合には、ベンが
大きく開いて水を空間(109)に逃がすようにしてもよ
い。The cavity (111) is made into a uniform tunnel reaching the right end of the plate (110), and the right end is closed with a 21 × 21 cm square elastic metal sheet-made ben attached to the right surface of the plate (110), and the air in the cavity is closed. When is pushed to the right, the ben opens slightly, and after the air is formed, if the waves still push, the ben may open wide to allow water to escape to space (109).
この場合、空間(109)の上を風力発電気を取り付け
た蓋でふさいでもよい。In this case, the space (109) may be covered with a lid attached with wind power generation.
周囲を第1〜3図示の酸素混和装置付き防波モジュー
ル(25)(26)で囲んだロの字形モジュール群による養
魚空間を造り、岩壁に係留するか、イカリで海底に係留
し、養魚空間に布製プールを取り付け、防波モジュール
の扉(50)とベン(53)を除去し、空洞(52)の右壁に
多数の小孔を開け、赤潮が押しよせた場合には、そこに
布製等のフィルターを張り、上壁(43)上を右進し、酸
素が混和し、かつプランクトンを除去した海水が、布製
プール中の魚に供給され、廃水はプールの布目を通り、
下方の海水中に抜けるようにしてもよい。Create a fish farming space with a square-shaped module group surrounded by wavebreaker modules (25) and (26) with an oxygen mixing device shown in the first to third figures and moored on a rock wall or moored on the seabed with squids. Attach a cloth pool to the space, remove the door (50) and ben (53) of the breakwater module, open a number of small holes in the right wall of the cavity (52), and if the red tide pushes it there, Put a filter made of cloth, etc., go to the right on the upper wall (43), seawater mixed with oxygen and removing plankton is supplied to fish in the cloth pool, wastewater passes through the texture of the pool,
It may be allowed to escape into the lower seawater.
この場合、養魚空間が広過ぎると、布製プールが造り
にくいので、第13〜14図示のような養魚槽モジュールを
多数密集させて入れてもよい。In this case, if the fish cultivation space is too large, a cloth pool is difficult to make, so a large number of fish cultivation tank modules as shown in FIGS.
図中(115)は発泡ガラスその他から成る一片が数m
のロの字形フロート。(116)はその上部に設けた切
欠。(117)は布製プール。(118)はその一部の切欠。
(119)は布製プールをフロートに取り付けるためのフ
レーム。(120)はその上部に延びた取り付け板。(12
1)は上部はフレーム(119)の貫通孔に入っている、切
欠(116)をふさぐ閉鎖板。(122)はフレームをフロー
トに止めているボルト。(123)は取り付け板に開けた
貫通孔である。このモジュールを前記の養魚空間に多数
入れ、相互間を貫通孔(123)に通したボルトとナット
でつなぎ、閉鎖板(116)を引き抜き、相互の海水の流
通を切欠(116)(118)を通じて可能にする。(閉鎖板
をフレームに布を張ったフィルターにした場合には、引
き抜く必要はない。プール上には魚の流出を防ぐための
魚網をかぶせる。) 布製プール(117)を洗浄したり、交換したりする場
合、ボルト(122)をゆるめ、フレーム(117)をはずせ
ばよい。In the figure, (115) is a piece of foam glass or other piece of several meters.
ロ -shaped float. (116) is a notch at the top. (117) is a cloth pool. (118) is a partial cutout.
(119) is a frame for attaching a cloth pool to the float. (120) is a mounting plate that extends at the top. (12
1) The upper part is a through plate of the frame (119), the closing plate to close the notch (116). (122) is a bolt holding the frame to the float. (123) is a through hole formed in the mounting plate. A large number of these modules are put in the fish farming space, and they are connected to each other with bolts and nuts passed through through holes (123), the closing plate (116) is pulled out, and the flow of seawater is cut out through the notches (116) and (118). to enable. (If the closing plate is a filter with a cloth attached to the frame, there is no need to pull it out. Cover the pool with a fish net to prevent fish from spilling.) Washing or replacing the cloth pool (117) In this case, the bolt (122) may be loosened and the frame (117) may be removed.
なお、プール(117)をプラスチックシート、金属
板、目の小さい金属網、その他で造ってもよい。The pool (117) may be made of a plastic sheet, a metal plate, a metal mesh having a small mesh, or the like.
その際、シートに多数の小孔を開けたり、網で魚が通
るのを防いだベン口を持つ逆止ベンを取り付け、廃水の
流路にしてもよい。At this time, a number of small holes may be formed in the sheet, or a check vent having a vent hole for preventing fish from passing through the net may be attached to form a flow path of the wastewater.
フレーム(119)上に清浄海水を各プールに導くため
のダクトを設けてもよい。A duct for guiding clean seawater to each pool may be provided on the frame (119).
取り付け板(120)の高さを海面上10数cm、防波モジ
ュールの高さを数10cm程度にするのが実用上経済的であ
るが、大きな波はそれらを乗り越え、赤潮のプランクト
ンがプール(117)に入り込むおそれがあり、それを防
ぐため、プール上を布、プラスチックシート、その他で
おおってもよい。そのカバーはパイプ製フレームに布を
張った物、巻心に巻き込んだ広げたりし得る物、布プー
ル上に融着した物等であってもよい。It is practically economical to set the height of the mounting plate (120) at about 10 cm above the sea surface and the height of the breakwater module at about several tens of cm, but large waves can overcome them and the red tide plankton will be pooled ( 117) The pool may be covered with a cloth, plastic sheet, or other material to prevent this. The cover may be a pipe frame covered with cloth, a material that can be spread around a core, or a material fused on a cloth pool.
小孔(112)から押し出された気泡が大き過ぎては水
中に酸素が溶け込みにくいので、気泡を小さくするた
め、小孔(112)の右方の板(110)の右面に、上壁には
多数の小通気孔が開き、縦×横×高さが20×20×5cm程
度の、左壁と下壁のない運を取り付け、小孔(112)か
ら右方に出た空気がその箱内に入り、小通気孔から箱の
上方の水中に多数の小気泡となって入り込むようにして
もよい。If the bubbles extruded from the small hole (112) are too large, oxygen will not easily dissolve into the water. To reduce the bubbles, the right side of the plate (110) on the right side of the small hole (112) and the upper wall A large number of small vents are opened and the luck without the left wall and the lower wall of about 20 × 20 × 5 cm in height × width × height is installed, and the air that has come out to the right from the small holes (112) is inside the box Into the water above the box through the small air holes as a number of small air bubbles.
消波板(110)をコンクリート製にし、海底上にすえ
付け、酸素混和装置付の防波堤として用いてもよい。The wave breaker plate (110) may be made of concrete, installed on the seabed, and used as a breakwater with an oxygen mixing device.
第2〜3図示の酸素混和装置における案内板(45)は
装置の左方にあたった波の上部をなだらかに下方に案内
し、波の全運動エネルギーをほぼ100%有効に空気の押
し出しに利用するための物であるが、案内板(45)と上
壁(43)を蝶番でつなぎ、案内板(45)が波受け扉(5
0)のように、波により振子様の運動をするようにして
もよい。The guide plate (45) in the oxygen mixing device shown in FIGS. 2 and 3 guides the upper part of the wave hitting the left side of the device gently downward, and uses almost 100% of the total kinetic energy of the wave for pushing out air. The guide plate (45) and the upper wall (43) are hinged, and the guide plate (45) is
As in the case of (0), a pendulum-like motion may be made by a wave.
下壁(41)を左下がりの傾斜面にし、より広範囲の波
のエネルギーを利用し得るようにしてもよい。The lower wall (41) may be inclined downward to the left so that a wider range of wave energy can be used.
モジュールを鉄筋コンクリート製にした場合、外面に
厚さ1mm以下のステンレス鋼板や、プラスチック板を張
り付けたり、防水塗料を塗る等し、防水する事が望まし
い。(必要に応じて防水層をはがす) 岩壁と係留装置の接続部、または係留装置とモジュー
ルの接続部に、地震に対する緩衝機を挿入する場合、列
車の連結機のスプリングと油圧シリンダーを並列にした
緩衝機等を用いればよいが、金属製スプリングや、ピス
トンをシリンダー内の中間に保持する気圧製御装置付の
エアースプリングのみを挿入してもよい。When the module is made of reinforced concrete, it is desirable to waterproof it by attaching a stainless steel plate or a plastic plate having a thickness of 1 mm or less to the outer surface or applying a waterproof paint. (If necessary, remove the waterproof layer.) When inserting a shock absorber against earthquakes at the connection between the rock wall and the mooring device or the connection between the mooring device and the module, connect the spring of the train connecting machine and the hydraulic cylinder in parallel. Although a shock absorber or the like described above may be used, only a metal spring or an air spring with a pneumatic control device that holds a piston in the middle of the cylinder may be inserted.
海底から海面に突出するロの字形の防波堤を造り、そ
の中に浮遊型人工陸地を入れる案は周知であるが、それ
を拡張するためには、その外側に新たなロの字形の防波
堤を造らねばならない。しかし、本発明のモジュールを
既存の防波堤の周囲につないで行けば、防波堤の新設の
必要がない。It is well known that a U-shaped breakwater that protrudes from the seabed to the sea surface and a floating artificial land is inserted in it, but in order to expand it, a new U-shaped breakwater is built outside of it. I have to. However, if the module of the present invention is connected around an existing breakwater, there is no need to newly install a breakwater.
この場合、防波堤の内外の人工陸地の上部を橋状物
体、または箱状物体でつないでもよい。In this case, the upper part of the artificial land inside and outside the breakwater may be connected by a bridge-like object or a box-like object.
なお、特許請求の範囲の各請求項中に記載の発明は、
類似の先行発明がない場合、やや変形して、他の用途に
用いる事も出来る。The invention described in each claim of the claims is
If there is no similar prior invention, it may be slightly modified and used for other purposes.
以上のように本発明を実施すれば、比較的簡単に、短
期間に、安価に組み立てられ、早期から本来の用途での
使用が可能となり、常に、容易に、拡張工事が出来、し
たがって、長期間かけて大規模化する持も容易に出来、
防波も行ない易く、大深度の海域にも適用出来、撤去も
容易に出来る等の利点を有する浮遊型人工陸地モジュー
ルが得られる。By practicing the present invention as described above, it can be assembled relatively easily, in a short period of time, at low cost, and can be used in the original application from an early stage, and expansion work can always be easily performed. It is easy to have a large scale over time,
It is possible to obtain a floating artificial land module which has advantages such as easy breaking, application to a deep sea area, and easy removal.
第1図は本発明を実施した人工陸地用モジュール群の平
面図。第2図はその縦断正面図。第3図はモジュール
(20)とモジュール(26)の異なった高さにおける横断
面図。第4図はモジュールを組み立てるための加熱衝撃
圧接装置の縦断正面図。第5図は弾性係留装置の平面
図。第6図は設計を変えたモジュールの正面図。第7図
はその一部の横断面図。第8図はスライド型係留装置を
用いた場合の平面図。第9図はその正面図。第10図は酸
素混和装置を独立して用いる場合の正面図。第11図は構
造の異なる消波モジュールの平面図。第12図はその縦断
正面図。第13図は防波モジュールで造られた養魚空間中
に入れる養魚槽用モジュールの平面図。第14図はその縦
断正面図である。FIG. 1 is a plan view of a group of artificial land modules embodying the present invention. FIG. 2 is a longitudinal sectional front view thereof. FIG. 3 is a cross-sectional view of the module (20) and the module (26) at different heights. FIG. 4 is a vertical sectional front view of a thermal shock pressure welding apparatus for assembling a module. FIG. 5 is a plan view of the elastic mooring device. FIG. 6 is a front view of a module whose design has been changed. FIG. 7 is a cross-sectional view of a part thereof. FIG. 8 is a plan view when a slide type mooring device is used. FIG. 9 is a front view thereof. FIG. 10 is a front view when the oxygen mixing device is used independently. FIG. 11 is a plan view of a wave canceling module having a different structure. FIG. 12 is a longitudinal sectional front view thereof. FIG. 13 is a plan view of a fish tank module to be put in a fish cultivation space made of a breakwater module. FIG. 14 is a longitudinal sectional front view thereof.
フロントページの続き (58)調査した分野(Int.Cl.6,DB名) B63B 35/38 B63B 35/44 F16B 5/02 B23K 20/00Continuation of the front page (58) Field surveyed (Int. Cl. 6 , DB name) B63B 35/38 B63B 35/44 F16B 5/02 B23K 20/00
Claims (6)
ルに適合する規格化された形状とサイズの接続面を外壁
の外面に設け、他のモジュールとの結合を図るための、
ボルトの螺旋状の溝を切った軸の部分(雄ネジ)の外径
より直径が大きいが、該ボルトの内端の頭部の外径より
直径が小さい孔を外壁接続面に開け、この孔の内方にボ
ルトの周囲を囲み、内端にボルト駆動装置の端を通し得
るが、頭部の外径より直径の小さい円形孔を設けた円筒
状の固形カバーを固着し、該カバー内に内端にボルト駆
動装置の端に適合する角形のくぼみを有し、外面は該カ
バー内に密接し、外端に雄ネジがつながる頭部を有する
ボルトから成る防水ボルトと、モジュール外壁の接続面
に設けたくぼみの内面に防水ボルトの雄ネジが適合する
雌ネジを設けて成る壁面陥凹型袋ナットを外壁面に多数
設けた事を特徴とする浮遊型人工陸地用モジュール。An external wall has a substantially rectangular parallelepiped shape, and a connection surface having a standardized shape and size suitable for another module is provided on an outer surface of an outer wall to connect with another module.
A hole having a diameter larger than the outer diameter of the shaft portion (male thread) cut through the spiral groove of the bolt, but smaller in diameter than the outer diameter of the head at the inner end of the bolt is formed in the outer wall connecting surface. Around the inside of the bolt, the end of the bolt driving device can be passed through the inner end, but a cylindrical solid cover provided with a circular hole smaller in diameter than the outer diameter of the head is fixed, and inside the cover, A waterproof bolt consisting of a bolt having a square recess at the inner end that fits the end of the bolt drive, the outer surface being in close contact with the cover and having an external thread at the outer end, and a connecting surface of the outer wall of the module; A floating type artificial land module characterized in that a number of recessed cap nuts are provided on an outer wall surface, the inner surface of which is provided with a female screw to which a male screw of a waterproof bolt is fitted.
伴う上下移動を可能にするための、剛性あるいは弾性を
与えた蝶番状係留装置、または一端は回転可能にモジュ
ールにつながり、他端は自然陸地上に置かれた架橋を併
設した上下スライド式係留装置を設けた請求項1に記載
の人工陸地用モジュール。2. A rigid or elastic hinged mooring device for anchoring to natural land and enabling vertical movement with changing water levels, or one end rotatably connected to the module and the other end connected to the module. The artificial land module according to claim 1, further comprising a vertical slide type mooring device provided with a bridge placed on a natural land.
鋼板面と平行な方向にも移動可能で、同構造の、エアー
ハンマー(69)と(70)を設け、鋼板(55)(56)の加
熱用のガスバーナー(71)(72)、電磁誘導加熱用交流
コイル、電気抵抗熔接用電極等を設け、エアーハンマー
(69)と(70)を同時に急速に鋼板(55)と(56)に向
かって駆動するためのエアータンク(57)(58)、電磁
弁(61)(62)、エアーシリンダー(63)(64)等を設
けて成る、人工陸地用モジュール間の加熱衝撃圧接装置
を設けた、請求項1に記載の人工陸地用モジュール。3. The steel plate (55) (56) on both sides of the module,
It can also be moved in the direction parallel to the steel plate surface. It has the same structure as the air hammer (69) and (70), and gas burners (71) (72) for heating the steel plates (55) and (56), and electromagnetic induction Air tanks (57), (58) for providing an AC coil for heating, electrodes for electric resistance welding, etc., and simultaneously driving the air hammers (69) and (70) rapidly toward the steel plates (55) and (56) The artificial land module according to claim 1, further comprising a heat shock pressure welding device between the artificial land modules, the apparatus including a solenoid valve (61) (62), an air cylinder (63) (64), and the like.
を開け、窓の緑の内面にパッキング(85)を介して接
し、かつ、ボルト(86)で固定された、他のモジュール
に接続した後にモジュール内に取りはずす事のできる、
着脱可能側壁(84)を設けた、請求項1に記載の人工陸
地用モジュール。4. A window is opened in a side wall (80) that can be in contact with another module, and is connected to a green inner surface of the window through a packing (85) and fixed with bolts (86). After connecting, it can be removed in the module,
The artificial land module according to claim 1, comprising a removable side wall (84).
重りに連なるシリンダー(30)内のピストンロッド(3
2)、または水中に設けた水平板(100)から上方に伸び
た支柱(98)(99)を、対岸用、普通用、上端を回転軸
で支えた扉(50)付の空洞や開放型空洞の内部の空気を
波力で水中に吹き込むためのモジュール等につないで成
る、請求項1に記載の人工陸地用モジュール。5. A piston rod (3) in a cylinder (30) connected to a seabed weight for suppressing vertical movement due to waves.
2) Or a hollow or open type with a door (50) with a support (98) (99) extending upward from a horizontal plate (100) provided in the water, for the opposite shore, for normal use, and with the upper end supported by a rotating shaft. The artificial land module according to claim 1, which is connected to a module or the like for blowing air inside the cavity into the water by wave power.
19)に取り付けた赤潮の侵入を防止する布製養魚プール
(117)を取り付けて成る養魚用モジュールを取り付け
た、請求項1に記載の人工陸地用モジュール。6. A frame (1) is attached to a square-shaped float (115).
2. The artificial land module according to claim 1, further comprising: a fish farming module comprising a cloth fish farming pool (117) for preventing intrusion of red tide attached to 19).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1007117A JP2807814B2 (en) | 1989-01-12 | 1989-01-12 | Floating type land land module |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1007117A JP2807814B2 (en) | 1989-01-12 | 1989-01-12 | Floating type land land module |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02185891A JPH02185891A (en) | 1990-07-20 |
| JP2807814B2 true JP2807814B2 (en) | 1998-10-08 |
Family
ID=11657144
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1007117A Expired - Lifetime JP2807814B2 (en) | 1989-01-12 | 1989-01-12 | Floating type land land module |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2807814B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2588094B2 (en) * | 1992-03-06 | 1997-03-05 | 源吾 松井 | Soft-bottom type marine structure device |
| CN103241346B (en) * | 2013-05-31 | 2015-08-12 | 福州大学 | The floating body of autoclave aerated concrete building block waste material is filled out in a kind of |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5858274B2 (en) | 2011-09-06 | 2016-02-10 | 独立行政法人国立高等専門学校機構 | Crystallization promotion method, crystallization analysis method, crystal manufacturing method, control program for crystallizer, recording medium, and crystallizer |
-
1989
- 1989-01-12 JP JP1007117A patent/JP2807814B2/en not_active Expired - Lifetime
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5858274B2 (en) | 2011-09-06 | 2016-02-10 | 独立行政法人国立高等専門学校機構 | Crystallization promotion method, crystallization analysis method, crystal manufacturing method, control program for crystallizer, recording medium, and crystallizer |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02185891A (en) | 1990-07-20 |
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