JPH01186490A - Block for super-light coupling and float structure using said block and method of coating anticorrosive coating material of block for super-light coupling - Google Patents
Block for super-light coupling and float structure using said block and method of coating anticorrosive coating material of block for super-light couplingInfo
- Publication number
- JPH01186490A JPH01186490A JP63009328A JP932888A JPH01186490A JP H01186490 A JPH01186490 A JP H01186490A JP 63009328 A JP63009328 A JP 63009328A JP 932888 A JP932888 A JP 932888A JP H01186490 A JPH01186490 A JP H01186490A
- Authority
- JP
- Japan
- Prior art keywords
- ultra
- block
- lightweight
- formwork
- floating structure
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 title claims abstract description 60
- 239000011248 coating agent Substances 0.000 title claims description 27
- 238000000576 coating method Methods 0.000 title claims description 27
- 238000000034 method Methods 0.000 title claims description 6
- 230000008878 coupling Effects 0.000 title 2
- 238000010168 coupling process Methods 0.000 title 2
- 238000005859 coupling reaction Methods 0.000 title 2
- 238000007667 floating Methods 0.000 claims abstract description 60
- 230000005484 gravity Effects 0.000 claims abstract description 12
- 238000009415 formwork Methods 0.000 claims description 37
- 238000005260 corrosion Methods 0.000 claims description 32
- 230000007797 corrosion Effects 0.000 claims description 29
- 239000004568 cement Substances 0.000 claims description 27
- 239000000203 mixture Substances 0.000 claims description 25
- 239000003562 lightweight material Substances 0.000 claims description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000013535 sea water Substances 0.000 abstract description 6
- 239000011381 foam concrete Substances 0.000 abstract description 4
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 abstract 1
- 239000006260 foam Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 12
- 239000004570 mortar (masonry) Substances 0.000 description 6
- 239000012779 reinforcing material Substances 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000004035 construction material Substances 0.000 description 2
- 238000012937 correction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 2
- 229920002554 vinyl polymer Polymers 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 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
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004794 expanded polystyrene Substances 0.000 description 1
- 235000012907 honey Nutrition 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011253 protective coating Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000002747 voluntary effect Effects 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、例えば海、河川、湖などの海水面上、或い
は湿原や泥土のような水分が多量に含まれた軟弱地盤上
などで使用される超軽量連結用ブロック及びこれを用い
た浮き構造物並びに超軽量連結用ブロックの防蝕用被覆
材の被覆方法に関するものである。[Detailed Description of the Invention] [Field of Industrial Application] This invention can be used, for example, on the sea surface of the sea, rivers, lakes, etc., or on soft ground containing a large amount of moisture, such as marshes and muddy soil. The present invention relates to an ultra-lightweight connecting block, a floating structure using the same, and a method of coating the ultra-lightweight connecting block with a corrosion-resistant coating.
従来、例えば海、河川、湖などの海水面上、或いは湿原
や泥土のような水分が多量に含まれた軟弱地盤上などの
ような場所でも、必要に応じて土木工事などが行われる
ことがある。Traditionally, civil engineering work has been carried out as necessary, for example, on the sea level of the ocean, rivers, lakes, etc., or on soft ground containing a large amount of moisture, such as wetlands and muddy soil. be.
このような場所で工事が行われる場合には、海水面上や
軟弱地盤上の作業足場は非常に悪く、そのままでは工事
を行うことができないので、工事を開始する前に、作業
足場が構築される。When construction is to be carried out in such places, the scaffolding on sea level or soft ground is extremely poor and construction cannot be carried out as it is, so scaffolding must be constructed before construction begins. Ru.
また、土木工事においては、例えばコンクリート、砂利
、鉄筋、据え付は機器などの工事用資材や各種の土木作
業機械が工事現場で使用されるので、これらの資材や作
業機械を工事現場に搬入しなければならず、このため、
これらの資材や作業機械を工事現場まで輸送するための
通路を確保する必要が生じる。In addition, in civil engineering work, construction materials such as concrete, gravel, reinforcing bars, installation equipment, and various civil engineering work machines are used at the construction site, so these materials and work machines must be transported to the construction site. For this reason,
It becomes necessary to secure a passageway for transporting these materials and working machines to the construction site.
そして、工事現場までの輸送通路上に海水面や軟弱地盤
のような足場の悪い場所がある場合には、臨時の橋桁な
どが架設されて、工事用資材や土木作業機械の輸送に支
障のないように図られている。If there are places with poor footing, such as sea level or soft ground, on the transport route to the construction site, temporary bridge girders are erected to ensure that there is no problem in transporting construction materials and civil engineering machinery. It is designed as follows.
〔発明が解決しようとする問題点〕
しかしながら、前述した作業足場を構築するための作業
では、海水面や軟弱地盤中に多数の支持材が打ち込まれ
たり、支持材が組まれたりしており、また、同様に、足
場の悪い場所に臨時の盛土、橋桁などを架設する場合も
、橋桁などを支持する支持材が一定間隔毎に海水面や軟
弱地盤中に打ち込まれたりしていた。その結果、その作
業には多大の資材や労力、時間などが必要となり、その
分工事全体のコストが高くなり、又工事期間が長くなる
などの問題点があった。[Problems to be Solved by the Invention] However, in the work for constructing the work scaffold described above, a large number of supporting materials are driven into the sea level or soft ground, and supporting materials are assembled. Similarly, when constructing temporary embankments, bridge girders, etc. in places with poor footing, supporting materials to support the bridge girders are driven into seawater or soft ground at regular intervals. As a result, the work requires a large amount of materials, labor, and time, resulting in problems such as an increase in the overall cost of the construction work and a longer construction period.
また、工事の終了後には、これらの設備を解体するか或
いはそのまま放置するかになるが、設備を解体する場合
には短時間に手際良く解体することができず、又設備を
放置する場合には設備の再利用が図れずその分蜜材の無
駄となり、いずれの場合にもコストが割高となる問題点
もあった。In addition, after the construction is completed, these facilities must be dismantled or left as they are, but when dismantling the facilities, it is difficult to disassemble them quickly and efficiently, and when leaving the facilities unattended, In both cases, there was a problem in that the equipment could not be reused, resulting in wasted honey, and in both cases, the cost was relatively high.
さらに、前記の場合において、海水面上や軟弱地盤上に
例えば浮き船を搬入して、この浮き船を足場や臨時の橋
桁などとして使用することも考えられるが、海水面が陸
地に囲まれた湖の場合や途中に遠浅の海岸などがある場
合及び軟弱地盤にあっては、浮き船を現場まで曳航する
ことができず、陸路を経て浮き船を輸送しなければなら
ず、ある程度の大きさと重量とを有する浮き船を陸路を
経てそのような場所まで輸送することは容易でなかった
し、水深が浅いときには干潮時に船の自重で船が地盤中
に沈下してしまう、等の問題点があった。Furthermore, in the above case, it is conceivable to bring a floating boat onto the sea surface or on soft ground and use this floating boat as a scaffold or temporary bridge girder, but if the sea surface is surrounded by land, In the case of a lake, a shallow coast, or soft ground, it is not possible to tow the floating boat to the site, and the floating boat must be transported by land. It was not easy to transport a heavy floating ship to such a place via land, and when the water was shallow, there were problems such as the ship sinking into the ground due to its own weight at low tide. there were.
この発明は、上記のような問題点に鑑み、その問題点を
解決すべく創案されたものであって、その目的とすると
ころは、海水面上や軟弱地盤上に構築される例えば作業
足場や橋桁などの作業補助用浮き構造物を、連結及び解
体容易な超軽量連結用ブロックの連結集合体からなる浮
き構造物より構成して、迅速且つ容易に構築及び解体で
き、しかも、余分な資材を可能な限り少なくし、更に、
超軽量連結用ブロックの腐蝕を防いで繰り返し使用でき
、その輸送も容易で、また、軟弱地盤上との摩擦を小さ
くし、併せて防蝕用被覆材がセメント混合材からなると
きには容易に被覆形成することのできる超軽量連結用ブ
ロック及びこれを用いた浮き構造物並びに超軽量連結用
ブロックの防蝕用被覆材の被覆方法を提供することにあ
る。This invention was devised in view of the above-mentioned problems and to solve the problems, and its purpose is to improve work scaffolding and Floating structures for supporting work, such as bridge girders, are constructed from a connected assembly of ultra-lightweight connecting blocks that are easy to connect and dismantle, and can be constructed and dismantled quickly and easily, while saving excess materials. as little as possible, and
The ultra-lightweight connecting blocks can be used repeatedly by preventing corrosion, are easy to transport, reduce friction with soft ground, and can be easily formed when the corrosion-resistant coating is made of a cement mixture. An object of the present invention is to provide an ultra-lightweight connecting block, a floating structure using the same, and a method of coating the ultra-lightweight connecting block with a corrosion-resistant coating.
以上の目的を達成するために、この発明に係る超軽量連
結用ブロックは、超軽量材からなるブロックの外面を防
蝕用被覆材で被覆し、別体の同型ブロックと連結する連
結部を設けると共に、該ブロック全体の比重を1以下と
した構成からなるものである。In order to achieve the above object, the ultra-lightweight connecting block according to the present invention is provided by coating the outer surface of the block made of ultra-lightweight material with a corrosion-resistant coating material, and providing a connecting portion for connecting with a separate block of the same type. , the block as a whole has a specific gravity of 1 or less.
そして、この発明に係る浮き構造物は、複数の超軽量連
結用ブロックを連結して連結集合体となし、海水面上や
水分が多量に含まれた軟弱地盤上などに浮かべた構成か
らなるものである。The floating structure according to the present invention is constructed by connecting a plurality of ultra-light connecting blocks to form a connected aggregate, and floating it on the sea surface or on soft ground containing a large amount of moisture. It is.
また、この発明に係る浮き構造物は、複数の超軽量連結
用ブロックを別体の連結材で連結して連結集合体となし
、海水面上や水分が多量に含まれた軟弱地盤上などに浮
かべた構成からなるものである。In addition, the floating structure according to the present invention connects a plurality of ultra-light connecting blocks using separate connecting materials to form a connected assembly, and can be used on the sea surface or on soft ground containing a large amount of moisture. It consists of a floating structure.
ここで、軟弱地盤上に浮かべた浮き構造物の底面に摩擦
係数の小なる材料を被覆してもよい。Here, the bottom surface of the floating structure floating on soft ground may be coated with a material having a small coefficient of friction.
そして、四側面と底面とが覆われ上方が開放された型枠
内に、超軽量材を型枠の四側面及び底面の全内面と少し
隙間を空けた状態で挿入し、次に超軽量材を挿入した型
枠内にセメント混合材を充填して、型枠の全内面と超軽
量材との隙間及び超軽量材の上面をセメント混合材で被
覆し、セメント混合材の硬化後に四側面の型枠を四方に
分解し、底面の型枠を取り外して、セメント混合材から
なる防蝕用被覆材を形成する超軽量連結用ブロックの防
蝕用被覆材の被覆方法がある。Then, the ultra-lightweight material is inserted into the formwork whose four sides and bottom are covered and the top is open, leaving a slight gap between the four sides and the bottom of the formwork, and then the ultra-lightweight material is Fill the formwork into which the cement mixture has been inserted, and cover the gap between the entire inner surface of the formwork and the ultra-lightweight material, as well as the top surface of the ultra-lightweight material, with the cement mixture.After the cement mixture has hardened, There is a method for coating an ultra-lightweight connecting block with a corrosion-resistant coating, which involves disassembling the formwork into four sides, removing the bottom formwork, and forming a corrosion-resistant coating made of a cement mixture.
ここで、セメント混合材とは、セーメントに他の材料及
び水を練り混ぜてできたもので、例えば、発泡コンクリ
ート、発泡モルタル、コンクリート、モルタルなどを指
すものとする。Here, the cement mixture is made by mixing cement with other materials and water, and refers to, for example, foamed concrete, foamed mortar, concrete, mortar, and the like.
以上のような構成を有するこの発明は次のように作用す
る。The present invention having the above configuration operates as follows.
即ち、超軽量材からなるブロックの外面を防蝕用被覆材
で被覆したから、超軽量材が腐蝕するのを防止するよう
に作用し、又衝撃に耐えるように作用し、耐用年数を高
めるように働く。That is, since the outer surface of the block made of ultra-lightweight material is coated with a corrosion-resistant covering material, it acts to prevent the ultra-lightweight material from corroding, and also acts to withstand impact, increasing its service life. work.
また、別体の同型ブロックと連結する連結部を設け、又
は別体の連結材で連結するようにしたから、超軽量連結
用ブロック同士の連結集合体を迅速且つ容易に造り、浮
き構造物を構築することができるように作用し、又その
解体も迅速且つ容易に行うことができるように作用する
。In addition, since a connecting part is provided to connect separate blocks of the same type, or a separate connecting material is used to connect them, it is possible to quickly and easily create a connected assembly of ultra-light connecting blocks, and create a floating structure. It functions so that it can be constructed, and it also functions so that it can be dismantled quickly and easily.
また、浮き構造物であるから、海水面上や軟弱地盤上で
使用することができ、これを支持する部材を減らすこと
ができるように作用する。Furthermore, since it is a floating structure, it can be used on seawater or soft ground, and the number of supporting members can be reduced.
更に、浮き構造物の底面に摩擦係数の小なる材料を被覆
したので、浮き構造物を軟弱地盤上を滑り易くするよう
に作用する。Furthermore, since the bottom surface of the floating structure is coated with a material having a small coefficient of friction, it acts to make the floating structure easier to slide on soft ground.
更にまた、型枠の四側面は四方に分解できるので、セメ
ント混合材からなる防蝕用被覆材の被覆形成が容易に行
えるように作用する。Furthermore, since the four sides of the formwork can be disassembled into four directions, it is possible to easily form a coating with a corrosion-resistant coating made of a cement mixture.
以下、図面に記載の実施例に基づいてこの発明をより具
体的に説明する。Hereinafter, the present invention will be described in more detail based on embodiments shown in the drawings.
ここで、第1図は超軽量連結用ブロックの一部切り欠き
側面図、第2図は超軽量連結用ブロックの一部切り欠き
平面図である。Here, FIG. 1 is a partially cutaway side view of the ultra-lightweight connecting block, and FIG. 2 is a partially cutaway plan view of the ultralightweight connecting block.
図において、超軽量連結用ブロック1は、直方体の形状
からなり、内部には例えば比重が0.02以上の発泡ス
チロールからなる超軽量材2が内装されている。超軽量
材2は超軽量連結用ブロック1と相似形の直方体の形状
からなり、超軽量材2の大面からなる外面の全域は防蝕
用被覆材3によって完全に被覆されている。このため、
超軽量材2はこの防蝕用被覆材3によって、腐蝕される
のが防止されている。In the figure, an ultra-lightweight connecting block 1 has a rectangular parallelepiped shape, and an ultra-lightweight material 2 made of, for example, expanded polystyrene having a specific gravity of 0.02 or more is housed inside. The ultra-lightweight material 2 has a rectangular parallelepiped shape similar to the ultra-lightweight connecting block 1, and the entire large outer surface of the ultra-lightweight material 2 is completely covered with a corrosion-resistant covering material 3. For this reason,
The ultra-lightweight material 2 is prevented from being corroded by this anti-corrosion covering material 3.
防蝕用被覆材3には、例えば、発泡コンクリート、発泡
モルタル、コンクリート、モルタルなどのセメント混合
材、或いは、耐蝕性金属材、ビニール材、プラスチック
材、FRP材、耐久性樹脂材、ゴム材、木材などを使用
することができ、要は防蝕機能を有する材料を使用する
。また、出来るだけ軽量で且つ所定の外力に耐える強度
を有する材料が好ましい。このため、必要に応じて、防
蝕用被覆材3中に補強材、例えばセメント混合材中には
鉄筋の補強材を入れる。この防蝕用被覆材3は、その使
用材料が例えば耐蝕性金属材、ビニール材、プラスチッ
ク材、FRP材、耐久性樹脂材、ゴム材、木材などの場
合には接着剤によって超軽量材2の外面に接着される。The corrosion-resistant covering material 3 includes, for example, foamed concrete, foamed mortar, concrete, cement mixtures such as mortar, or corrosion-resistant metal materials, vinyl materials, plastic materials, FRP materials, durable resin materials, rubber materials, and wood. The key is to use a material that has a corrosion-resistant function. Further, it is preferable to use a material that is as lightweight as possible and has strength to withstand a predetermined external force. For this reason, if necessary, a reinforcing material, such as a reinforcing material such as a reinforcing bar, is placed in the anti-corrosion covering material 3, such as reinforcing material in the cement mixture. When the material used is, for example, a corrosion-resistant metal material, vinyl material, plastic material, FRP material, durable resin material, rubber material, or wood, the corrosion-resistant covering material 3 is applied to the outer surface of the ultra-light material 2 using an adhesive. is glued to.
超軽量連結用ブロックlは内部に超軽量材2が配され、
その外面に防蝕用被覆材3が配されるが、超軽量連結用
ブロック1の全体の比重が、常に1以下になるように、
超軽量材2の容積と比重、及び防蝕用被覆材3の容積と
比重、との関係が考慮されている。The ultra-light connecting block l has ultra-light material 2 arranged inside,
A corrosion-resistant covering material 3 is placed on the outer surface of the block, but the specific gravity of the entire ultra-lightweight connecting block 1 is always 1 or less.
The relationship between the volume and specific gravity of the ultra-lightweight material 2 and the volume and specific gravity of the corrosion-resistant covering material 3 is taken into consideration.
超軽量連結用ブロック1の外面には、別体の超軽量連結
用ブロック1と連結するための連結部4が設けられてい
る。連結部4は超軽量連結用ブロック1の上下縁端に配
置されたアングル材に固定的に設けられている。図面で
は、連結部4は左右の上下両縁に各々左右方向に向けて
設けられていて、左右両側に配置された別体の超軽量連
結用ブロック1と連結できるように設けられている。A connecting portion 4 for connecting to a separate ultra-lightweight connecting block 1 is provided on the outer surface of the ultra-lightweight connecting block 1. The connecting portions 4 are fixedly provided on angle members placed at the upper and lower edges of the ultra-lightweight connecting block 1. In the drawings, the connecting portions 4 are provided on both the left and right upper and lower edges, respectively, facing in the left-right direction, and are provided so that they can be connected to the separate ultra-lightweight connecting blocks 1 placed on both the left and right sides.
この連結部4の中央には円又は長円の孔4aが形成され
ており、この孔4aを隣り合う別体の連結部4の孔4a
と一致させ、図示しないボルトを挿通して再連結部4同
士を連結させて、超軽量連結用ブロック1同士を連結さ
せる構造になっている。この連結部4には、連結中には
多大の荷重が作用するため、連結部4には所定の強度と
剛性を有する鋼材などが使用される。A circular or oval hole 4a is formed in the center of this connecting portion 4, and this hole 4a is connected to a hole 4a of an adjacent separate connecting portion 4.
The structure is such that the ultra-lightweight connecting blocks 1 are connected to each other by inserting bolts (not shown) and connecting the reconnecting parts 4 to each other. Since a large load acts on the connecting portion 4 during connection, a steel material or the like having a predetermined strength and rigidity is used for the connecting portion 4.
第3図は他の実施例の連結部の断面図、第4図は他の実
施例の連結部の側面図である。FIG. 3 is a sectional view of the connecting portion of another embodiment, and FIG. 4 is a side view of the connecting portion of another embodiment.
第3図に示す連結部5は、ボルト5a、連結棒5b及び
ナンド5Cからなっている。ボルト5aの基端側は超軽
量連結用ブロック1の側面に埋設されており、又連結棒
5bの基端側も隣り合う別体の超軽量連結用ブロック1
の側面に埋設されている。ポル)5aの先端側の側周面
にはネジが刻設されている。又連結棒5bの先端側には
ナンド5Cが外装されている。The connecting portion 5 shown in FIG. 3 consists of a bolt 5a, a connecting rod 5b, and a pad 5C. The base end side of the bolt 5a is buried in the side surface of the ultra-lightweight connecting block 1, and the base end side of the connecting rod 5b is also buried in the adjacent separate ultra-lightweight connecting block 1.
It is buried in the side of. A screw is engraved on the side circumferential surface on the tip side of the pole) 5a. Further, a Nand 5C is externally wrapped on the tip end side of the connecting rod 5b.
即ち、ナンド5Cの中央には連結棒5bの外径より僅か
に大きな孔が形成され、この孔を連結棒5bの先端側が
挿通している。そして、連結棒5bの先端の外径はナツ
ト5cの孔より僅かに大きく形成されていて、ナラ)5
cが連結棒5bが抜は出さないようになっている。また
、ナツト5Cの内周面には、上記ポル)5aのネジ山と
螺合するネジ山が刻設されていて、ボルト5aとナツト
5Cは螺合するようになっている。そして、ポル)5a
とナツト5cが螺合することで、隣り合う超軽量連結用
ブロック1同士は連結されるようになる。That is, a hole slightly larger than the outer diameter of the connecting rod 5b is formed in the center of the NAND 5C, and the tip side of the connecting rod 5b is inserted through this hole. The outer diameter of the tip of the connecting rod 5b is formed slightly larger than the hole of the nut 5c.
c is designed so that the connecting rod 5b cannot be pulled out. Further, the inner circumferential surface of the nut 5C is provided with a thread that engages with the thread of the bolt 5a, so that the bolt 5a and the nut 5C are threaded together. And Pol) 5a
When the nuts 5c and 5c are screwed together, adjacent ultra-lightweight connecting blocks 1 are connected to each other.
第4図に示す連結部6は、2個のリング6a、6bから
なっている。リング6aと6bは90度と角度が異なる
状態で、各々の超軽量連結用ブロック1の側面に設けら
れている。即ち、リング6aは水平に設けられ、リング
6bは垂直に設けられている。リング6aは垂直方向に
揺動でき、又リング6bは水平方向に揺動できるように
各々取付けられている。また、リング6bは開閉ネジ6
Cを左右に回すことにより、鉛直方向に開閉することが
でき、リング6bの輪の内側にリング6aを入れること
ができるようになっている。そして、リング6aをリン
グ6bの輪の内側に入れることにより、両リング6a、
6bは連結されて、隣り合う超軽量連結用ブロック1同
士は連結されるようになる。The connecting portion 6 shown in FIG. 4 consists of two rings 6a and 6b. The rings 6a and 6b are provided on the side surface of each ultra-lightweight connecting block 1 at different angles of 90 degrees. That is, the ring 6a is provided horizontally, and the ring 6b is provided vertically. The ring 6a is mounted so that it can swing vertically, and the ring 6b is mounted so that it can swing horizontally. In addition, the ring 6b is an opening/closing screw 6.
By turning C left and right, it can be opened and closed in the vertical direction, and the ring 6a can be placed inside the ring 6b. Then, by putting the ring 6a inside the ring 6b, both rings 6a,
6b are connected, and adjacent ultra-lightweight connecting blocks 1 are connected to each other.
連結部6の連結は、リング6aとリング6aとの連結で
あるから、この連結箇所にはピン連結となり、通常、捻
じり、曲げモーメントの発生が防止できる。Since the connecting portion 6 is connected by connecting the rings 6a and 6a, this connecting portion is a pin connection, and usually twisting and bending moments can be prevented from occurring.
・第5図は別体の連結材の正面図である。・Figure 5 is a front view of a separate connecting member.
連結材7は、断面り字状の細長いアングル材からなって
おり、この連結材7には超軽量連結用ブロック1と連結
する連結孔が所定間隔毎に形成され、この連結孔には超
軽量連結用ブロック1にその基端側か埋設されたボルト
の先端側が挿通し、連結孔を挿通したボルトの先端側に
ナラ)7aを螺合して、ナツト7aの締め付は力により
、連結材7を超軽量連結用ブロック1に一体的に取付け
て、この連結材7により、各超軽量連結用ブロック1同
士を連結するようになっている。第5図では、連結材7
は超軽量連結用ブロック1の上端に取付けられているが
、勿論、超軽量連結用ブロック1の下端に取付けられて
もよい。The connecting member 7 is made of an elongated angle member with a cross-sectional shape, and connecting holes for connecting with the ultra-lightweight connecting block 1 are formed at predetermined intervals in the connecting member 7. The proximal end or the distal end of the buried bolt is inserted into the connecting block 1, and the nut 7a is screwed onto the distal end of the bolt inserted through the connecting hole, and the nut 7a is tightened by force. 7 is integrally attached to the ultra-lightweight connecting block 1, and the connecting members 7 connect the ultra-lightweight connecting blocks 1 to each other. In FIG. 5, the connecting member 7
is attached to the upper end of the ultra-lightweight connecting block 1, but it may of course be attached to the lower end of the ultra-lightweight connecting block 1.
また、その解体は、全てのナツト7aを緩めて、各ナツ
ト7aをボルトの先端から抜き取り、その後、連結材7
をボルトから抜き外すのみで、各超軽量連結用ブロック
1の連結状態は解除され、つまり、解体されることとな
る。In addition, to disassemble it, loosen all the nuts 7a, pull out each nut 7a from the tip of the bolt, and then remove the connecting member 7a.
By simply removing the bolts from the bolts, the connected state of each ultra-lightweight connecting block 1 is released, that is, it is disassembled.
第6図は浮き構造物の斜視図である。FIG. 6 is a perspective view of the floating structure.
浮き構造物8は、多数の超軽量連結用ブロック1の連結
集合体からなっている。第6図に示す浮き構造物8は左
右、前後、及び上下方向に亘って、各超軽量連結用ブロ
ック1が連結されている。各超軽量連結用ブロック1に
は左右、前後及び上下方向の同じ位置に各々連結用の連
通孔が穿設されていて、同一延長線上にある各連通孔を
高張カビアノ線で挿通させて、両縁端に位置する超軽量
連結用ブロック1から各々突出する高張カビアノ線の両
端をナツトで締め付けて、各超軽量連結用ブロック1を
連結させて浮き構造物8を造り上げる。The floating structure 8 is composed of a connected assembly of a large number of ultra-lightweight connecting blocks 1. The floating structure 8 shown in FIG. 6 has ultra-lightweight connecting blocks 1 connected to each other in the left-right, front-back, and up-down directions. Each ultra-lightweight connecting block 1 has communicating holes for connecting at the same positions in the left-right, front-back, and up-down directions, and a high tension Caviano wire is inserted through each of the communicating holes on the same extension line. Both ends of the high tensile caviano wires protruding from the ultra-lightweight connecting blocks 1 located at the edges are tightened with nuts to connect the ultra-lightweight connecting blocks 1 to construct a floating structure 8.
また、浮き構造物8の解体、つまり、連結解除は、高張
カビアノ線を締め付けていたナンドを外し、高張カビア
ノ線を連通孔から抜き取るのみで達成できる。その後は
、各超軽量連結用ブロック1を各々抜き取るのみで、浮
き構造物8は解体されることとなる。Furthermore, disassembly, that is, disconnection of the floating structure 8, can be accomplished by simply removing the NAND that was tightening the high-tension Caviano wire and pulling out the high-tension Caviano wire from the communication hole. After that, the floating structure 8 is dismantled by simply pulling out each ultra-lightweight connecting block 1.
第7図は海水面上の浮き構造物の側面図であり、又第8
図は軟弱地盤上の浮き構造物の側断面図である。Figure 7 is a side view of the floating structure on the sea surface, and Figure 8 is a side view of the floating structure on the sea surface.
The figure is a side sectional view of a floating structure on soft ground.
浮き構造物8は比重が海水より小さくなるようになって
いるので、浮き構造物8は常に海水面上に浮くことがで
き、浮き構造物8を海中から支える必要がない。Since the floating structure 8 has a specific gravity smaller than that of seawater, the floating structure 8 can always float on the seawater surface, and there is no need to support the floating structure 8 from underwater.
同様に軟弱地盤上に載置される浮き構造物8も比重が小
さく、軟弱地盤上に浮くことができるようになっている
。なお、この場合、浮き構造物8を軟弱地盤上に載置し
たときに、軟弱地盤中に含まれる水分の排出量を考慮し
て、浮き構造物8の比重を決めることとなる。Similarly, the floating structure 8 placed on the soft ground also has a small specific gravity and can float on the soft ground. In this case, when the floating structure 8 is placed on the soft ground, the specific gravity of the floating structure 8 is determined in consideration of the discharge amount of water contained in the soft ground.
また、軟弱地盤上に載置される浮き構造物8の底面には
、軟弱地盤上との摩擦抵抗が小さくなるように、摩擦係
数の小なる材料8aが被覆されていて、浮き構造物8を
軟弱地盤上を移動させる場合、滑らかに移動できるよう
にして、浮き構造物8を移動させるのに必要な動力を小
さくするようになっている。Further, the bottom surface of the floating structure 8 placed on the soft ground is coated with a material 8a having a small friction coefficient so as to reduce the frictional resistance with the soft ground. When moving the floating structure 8 on soft ground, the motive power required to move the floating structure 8 is reduced so that the floating structure 8 can be moved smoothly.
第9図は防蝕用被覆材形成用型枠の斜視図であり、又第
10図は防蝕用被覆材形成用型枠の断面図である。FIG. 9 is a perspective view of a mold for forming a corrosion-resistant coating, and FIG. 10 is a sectional view of the mold for forming a corrosion-resistant coating.
第9図及び第10図ではセメント混合材が防蝕用被覆材
3として使用される。In FIGS. 9 and 10, a cement mixture is used as the corrosion-protective coating 3. In FIGS.
発泡コンクリート、発泡モルタル、コンクリート、モル
タルなどのセメント混合材からなる防蝕用被覆材3は、
次のようにして超軽量材2の外面全域に被覆形成される
。The corrosion-resistant covering material 3 is made of a cement mixture such as foamed concrete, foamed mortar, concrete, and mortar.
The entire outer surface of the ultra-lightweight material 2 is coated in the following manner.
即ち、先ず四側面9a・・・と底面9bが覆われ上方が
開放された型枠9を組み立てる。型枠9は、4個の側面
9aを構成する型枠と底面9bを構成する1個の型枠か
らなる。即ち、型枠9は全部で5個に分解することがで
きる。5個の型枠は第9図に示すように、四隅と底部と
がボルト等によって連結されることにより、型枠9が構
成される。That is, first, the formwork 9 is assembled, with the four sides 9a... and the bottom surface 9b covered and the top open. The formwork 9 consists of four formworks forming the side surfaces 9a and one formwork forming the bottom surface 9b. That is, the formwork 9 can be disassembled into five pieces in total. As shown in FIG. 9, the five formworks are connected at their four corners and bottoms with bolts or the like to form a formwork 9.
そして、型枠9を構成した後に、型枠9の開放された上
面から超軽量材2を挿入するのであるが、この超軽量材
2の外面の全域には例えば金網や鉄筋などからなる補強
材3aが取付けられている。After forming the formwork 9, the ultra-lightweight material 2 is inserted from the open upper surface of the formwork 9, and the entire outer surface of the ultra-lightweight material 2 is covered with reinforcing material such as wire mesh or reinforcing bars. 3a is installed.
゛補強材3aは必要に応じて省略してもよい。``The reinforcing material 3a may be omitted if necessary.
超軽量材2を型枠9内に挿入するにあたっては、超軽量
材2の側面と型枠9の内面との隙間が超軽量材2の外面
の全域で略等しくなるように配慮しながら挿入する。そ
して、超軽量材2の型枠9内に挿入した後、型枠9の開
放上面から防蝕用被覆材3としての液状のセメント混合
材を充填する。When inserting the ultra-light material 2 into the formwork 9, care is taken to ensure that the gap between the side surface of the ultra-light material 2 and the inner surface of the formwork 9 is approximately equal throughout the entire outer surface of the ultra-light material 2. . After inserting the ultra-lightweight material 2 into the formwork 9, a liquid cement mixture as the corrosion-resistant coating 3 is filled from the open upper surface of the formwork 9.
セメント混合材を充填するに際して、超軽量材2の側面
と型枠9の内面との隙間がセメント混合材で完全に充填
されるように配慮しながら、型枠9内にセメント混合材
を充填する。セメント混合材の充填が完了した後は、型
枠9の開放された上面側にあるセメント混合材の表面を
コテなどを使って凹凸のない均一な平面に仕上げる。When filling the cement mixture, fill the formwork 9 with the cement mixture while taking care to ensure that the gap between the side surface of the ultra-lightweight material 2 and the inner surface of the formwork 9 is completely filled with the cement mixture. . After filling with the cement mixture is completed, the surface of the cement mixture on the open upper side of the formwork 9 is finished to a uniform flat surface with no irregularities using a trowel or the like.
その後、一定時間セメント混合材の養生を行い、セメン
ト混合材が硬化して所定の強度に達した後、型枠9の解
体を始める。隣り合う型枠同士をボルトなどで連結して
いたのを、そのボルトを全部取り外す。その後、型枠9
の四側面9a・・・を取り外す。この場合において、四
側面9a・・・の型枠9は簡単に外れるので、作業が非
常に簡単となる。最後に底面9bを取り外して、セメン
ト混合材で被覆された超軽量連結用ブロック1を造り上
げることができる。Thereafter, the cement mixture is cured for a certain period of time, and after the cement mixture has hardened and reached a predetermined strength, dismantling of the formwork 9 is started. Adjacent formwork was connected with bolts, and all bolts were removed. After that, formwork 9
Remove the four sides 9a... In this case, the formwork 9 on the four sides 9a... can be easily removed, making the work very simple. Finally, the bottom surface 9b can be removed to construct the ultra-lightweight connecting block 1 coated with cement mixture.
なお、この発明は上記実施例に限定されるものではなく
、この発明の精神を逸脱しない範囲で種々の改変をなし
得ることは勿論である。It should be noted that this invention is not limited to the above embodiments, and it goes without saying that various modifications can be made without departing from the spirit of the invention.
例えば、上記実施例では、超軽量連結用ブロック1が直
方体の形状の場合で説明したが、この形状に限定される
ものではなく、隣り合う超軽量連結用ブロック1同士が
連結し易い形状であれば、どのような形状でもよい。For example, in the above embodiment, the ultra-lightweight connecting blocks 1 are described as having a rectangular parallelepiped shape, but the shape is not limited to this, and any shape that allows adjacent ultra-lightweight connecting blocks 1 to be easily connected to each other may be used. For example, it can be of any shape.
同様に、超軽量連結用ブロック1同士を連結させる連結
構造も、上記のものに限定されるものではなく、隣り合
う超軽量連結用ブロック1同士が連結し易い構造であれ
ば、どのような構造でもよい。Similarly, the connection structure for connecting the ultra-lightweight connection blocks 1 is not limited to the one described above, and any structure may be used as long as it allows adjacent ultra-lightweight connection blocks 1 to be easily connected to each other. But that's fine.
以上の記載より明らかなようにこの発明によれば、海水
面上や軟弱地盤上に構築される例えば作業足場や橋桁な
どの作業補助用浮き構造物を、連結及び解体容易な超軽
量連結用ブロックの連結集合体からなる浮き構造物より
構成したから、迅速且つ容易に超軽量連結用ブロック同
士を連結集合して構築することができ、しかも、工事完
了後の解体も迅速且つ容易に行うことができる。このよ
うに、作業補助用浮き構造物を迅速且つ容易に構築及び
解体することができるので、工期の短縮化を図ることが
できる。As is clear from the above description, according to the present invention, an ultra-lightweight connecting block that can easily connect and dismantle floating structures for supporting work, such as work scaffolding and bridge girders, constructed on the sea surface or on soft ground. Since it is constructed from a floating structure consisting of a connected assembly of can. In this way, the floating structure for work assistance can be constructed and dismantled quickly and easily, so that the construction period can be shortened.
しかも、作業補助用浮き構造物は海水面上や軟弱地盤上
に浮くような比重の小さな超軽量連結用ブロックの連結
集合体であるので、従来のような作業補助用構造物と異
なり、これを海水面上や軟弱地盤上に支持する支持材な
どの余分な資材と工費を可能な限り少なくできる。また
、超軽量連結用ブロックの外面を防蝕用被覆材で被覆し
たから、超軽量連結用ブロックが海水や軟弱地盤中の物
質によって腐蝕されるのを防ぐことができ、超軽量連結
用ブロックの耐用年数を高め、解体した後の繰り返し使
用回数を高めることができる。これらにより、資材の節
約を大幅に図ることができ、コストの廉価を招くことが
できる。Moreover, the floating structure for work assistance is a connected assembly of ultra-lightweight connecting blocks with low specific gravity that floats on the sea surface or on soft ground, so unlike conventional work support structures, it is Extra materials and construction costs, such as supporting materials above sea level or on soft ground, can be minimized as much as possible. In addition, since the outer surface of the ultra-light connecting blocks is coated with a corrosion-resistant coating, it is possible to prevent the ultra-light connecting blocks from being corroded by seawater or substances in soft ground, increasing the durability of the ultra-light connecting blocks. It is possible to increase the number of years of use and the number of times of repeated use after disassembly. These allow for significant savings in materials and lower costs.
加えて、作業補助用浮き構造物は、超軽量連結用ブロッ
クの単体の大きさに解体できるので、その輸送が容易と
なり、従来輸送が困難な場所にも搬送することができ、
そあ使用範囲を著しく広げることが可能となる。In addition, the work-assistance floating structure can be dismantled into the size of a single ultra-light connecting block, making it easy to transport and transporting it to places where it would be difficult to transport it conventionally.
This makes it possible to significantly expand the range of use.
また、作業補助用浮き構造物の底面を摩擦抵抗の小さな
部材で被覆したから、浮き構造物の底面と軟弱地盤上と
の摩擦を小さくでき、軟弱地盤上での作業補助用浮き構
造物の移動を円滑に行うことができ、作業補助用浮き構
造物の移動のための動力エネルギーを小さくすることが
できる。In addition, since the bottom surface of the floating structure for work assistance is covered with a material with low frictional resistance, the friction between the bottom surface of the floating structure and the soft ground can be reduced, making it possible to move the floating structure for work support on soft ground. can be carried out smoothly, and the power energy required to move the work-assisting floating structure can be reduced.
さらに、超軽量連結用ブロックの防蝕用被覆材がセメン
ト混合材からなるときには、硬化後にその型枠が四方に
分解できるので、極めて容易に防蝕用被覆材を超軽量材
の外面に被覆形成することができる等、極めて新規的有
益なる効果を奏するものである。Furthermore, when the corrosion-resistant coating for the ultra-lightweight connecting block is made of a cement mixture, the formwork can be disassembled into four sides after hardening, making it extremely easy to coat the outer surface of the ultra-lightweight material with the corrosion-resistant coating. It has extremely novel and beneficial effects, such as the ability to
図面はこの発明の実施例を示すものであって、第1図は
超軽量連結用ブロックの一部切り欠き側面図、第2図は
超軽量連結用ブロックの一部切り欠き平面図、第3図は
他の実施例の連結部の断面図、第4図は他の実施例の連
結部の側面図、第5図は別体の連結材の正面図、第6図
は浮き構造物の斜視図、第7図は海水面上の浮き構造物
の側面図、第8図は軟弱地盤上の浮き構造物の側断面図
、第9図は防蝕用被覆材形成用型枠の斜視図、第10図
は防蝕用被覆材形成用型枠の断面図である。
〔符号の説明〕
1:超軽量連結用ブロック
2:超軽量材
3:防蝕用被覆材
4.5,6:連結部
7:連結材
8:浮き構造物
9:型枠
特許出願人 大洋技術開発株式会社代理人 弁理士
原 崎 正
第1図
第3図
第2図
第4図
] ]
第10図
9b
手続補正書法)
昭和63年 3月22日
1、明牛の表示 昭和63年特許願第9328号2、
発明の名称 超軽量連結用ブロック及びこれを用いた浮
き構造物並びに超軽量連結用ブロックの防蝕用被覆材の
被覆方法
3、補正をする者
躬牛との捌 特許出願人
住 所 長崎県長崎市家野町9番9号
名 称 大洋技術開発株式会社
4、 イAこ工1耳、^、 ■850
住 所 長崎市恵美須町7−23
(自 発
6、補正の対象
(1)明細書第8頁第14行目に「被覆したので、浮き
構造物を」とあるのを、「被覆することにより、浮き構
造物が」と補正する。
(2)明細書第8頁第17行〜第18行目に「セメント
・・・・・・容易に行える」とあるのを、「型枠は繰り
返し使用ができるJと補正する。
(3)明細書第10頁第14行目のr別体の」の前に、
「左右、前後、又は/及び上下に隣り合う」を挿入する
。
(4)明細書第12頁第9行目の「隣り」の前に、「左
右、前後、又は/及び上下に」を挿入する。
(5)明細書第13頁第4行目の「隣り合う」の前に、
「左右、前後、又は/及び上下に」を挿入する。
(6)明細書第15頁第18行〜第19行目の「軟弱地
盤中に含まれる水分の排出量を考慮して、」とあるのを
、「軟弱地盤中の沈下量と軟弱地盤の支持力を考慮して
、」と補正する。
(7)明細書第18頁第17行目の「隣り合う」の前に
、「左右、前後、又は/及び上下にjを挿入する。
(8)明細書第19頁第2行目の「隣り合う」の前に、
「左右、前後、又は/及び上下にJを挿入する。
(9)明細書第19頁第4行目と第5行目との間に改行
して、「また、同様に、各超軽量連結用ブロック1は、
左右、前後、又は/及び上下方向に連結することができ
るのは勿論である。」を挿入する。
以上The drawings show an embodiment of the present invention, and FIG. 1 is a partially cutaway side view of an ultra-lightweight connecting block, FIG. 2 is a partially cutaway plan view of the ultralightweight connecting block, and FIG. The figure is a sectional view of a connecting part of another embodiment, FIG. 4 is a side view of a connecting part of another embodiment, FIG. 5 is a front view of a separate connecting member, and FIG. 6 is a perspective view of a floating structure. Figure 7 is a side view of the floating structure on the sea surface, Figure 8 is a side sectional view of the floating structure on soft ground, Figure 9 is a perspective view of the formwork for forming the corrosion-resistant coating, and Figure 7 is a side view of the floating structure on the sea surface. FIG. 10 is a sectional view of a mold for forming a corrosion-resistant coating. [Explanation of symbols] 1: Ultra-light connecting block 2: Ultra-light material 3: Corrosion-proof covering material 4.5, 6: Connecting portion 7: Connecting material 8: Floating structure 9: Formwork patent applicant Taiyo Gijutsu Kaihatsu Co., Ltd. Agent Patent Attorney Tadashi Harasaki Figure 1 Figure 3 Figure 2 Figure 4 ] Figure 10 9b Procedural Amendment Law) March 22, 1988 1, Marking of Meigyu 1988 Patent Application No. 9328 No. 2,
Title of the invention: Ultra-light connecting blocks, floating structures using the same, and method for coating ultra-light connecting blocks with anti-corrosion coating material 3, dealing with the person who makes the corrections Patent applicant address: Nagasaki City, Nagasaki Prefecture 9-9 Ieno-cho Name Taiyo Gijutsu Kaihatsu Co., Ltd. 4, IA Koko 1mi, ^, ■850 Address 7-23 Ebisucho, Nagasaki City (Voluntary 6, Subject of amendment (1) Specification No. The phrase "by coating, a floating structure" on page 8, line 14 is amended to "by coating, a floating structure". (2) Specification, page 8, lines 17-1 In line 18, "cement...can be easily done" is corrected to "The formwork can be used repeatedly." Before “of”,
Insert "adjacent left and right, front and back, or/and vertically." (4) Insert "left and right, front and back, or/and above and below" before "adjacent" on page 12, line 9 of the specification. (5) Before “adjacent” on page 13, line 4 of the specification,
Insert "left/right, front/back, or/and top/bottom". (6) On page 15, lines 18 to 19 of the specification, the phrase “taking into consideration the amount of water discharged from the soft ground” has been replaced with “the amount of subsidence in the soft ground and the amount of water contained in the soft ground.” Taking into account the supporting capacity,” the correction was made. (7) Before "adjacent" on page 18, line 17 of the specification, insert "j" on the left and right, front and back, or/and top and bottom. (8) Insert "j" on page 19, line 2 of the specification, Before "adjacent"
``Insert J on the left and right, front and rear, or/and top and bottom.'' Block 1 for
Of course, they can be connected in the left and right, front and rear, and/or up and down directions. ” is inserted. that's all
Claims (1)
被覆し、別体の同型ブロックと連結する連結部を設ける
と共に、該ブロック全体の比重を1以下としたことを特
徴とする超軽量連結用ブロック。 2、請求項1記載の複数の超軽量連結用ブロックを連結
して連結集合体となし、海水面上や水分が多量に含まれ
た軟弱地盤上などに浮かべた浮き構造物。 3、請求項1記載の複数の超軽量連結用ブロックを別体
の連結材で連結して連結集合体となし、海水面上や水分
が多量に含まれた軟弱地盤上などに浮かべた浮き構造物
。 4、軟弱地盤上に浮かべた浮き構造物の底面に摩擦係数
の小なる材料を被覆した浮き構造物。 5、四側面と底面とが覆われ上方が開放された型枠内に
、超軽量材を型枠の四側面及び底面の全内面と少し隙間
を空けた状態で挿入し、次に超軽量材を挿入した型枠内
にセメント混合材を充填して、型枠の全内面と超軽量材
との隙間及び超軽量材の上面をセメント混合材で被覆し
、セメント混合材の硬化後に四側面の型枠を四方に分解
し、底面の型枠を取り外して、セメント混合材からなる
防蝕用被覆材を形成することを特徴とする超軽量連結用
ブロックの防蝕用被覆材の被覆方法。[Scope of Claims] 1. The outer surface of the block made of ultra-lightweight material is coated with a corrosion-resistant coating, a connecting part is provided to connect it to a separate block of the same type, and the specific gravity of the block as a whole is set to 1 or less. An ultra-lightweight connecting block featuring: 2. A floating structure in which a plurality of ultra-light connecting blocks according to claim 1 are connected to form a connected assembly, and the floating structure is floated on the sea surface or on soft ground containing a large amount of water. 3. A floating structure in which a plurality of ultra-light connecting blocks according to claim 1 are connected by separate connecting members to form a connected aggregate, and floated on the sea surface or on soft ground containing a large amount of moisture. thing. 4. A floating structure floating on soft ground whose bottom surface is coated with a material with a low coefficient of friction. 5. Insert the ultra-lightweight material into a formwork whose four sides and bottom are covered and whose top is open, leaving a slight gap between the four sides and the bottom of the formwork, and then insert the ultralight material Fill the formwork into which the cement mixture has been inserted, and cover the gap between the entire inner surface of the formwork and the ultra-lightweight material, as well as the top surface of the ultra-lightweight material, with the cement mixture.After the cement mixture has hardened, A method for covering an ultra-lightweight connecting block with a corrosion-resistant covering material, which comprises disassembling the formwork into four sides, removing the bottom formwork, and forming a corrosion-resistant covering material made of a cement mixture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63009328A JP2584646B2 (en) | 1988-01-18 | 1988-01-18 | Floating structure using ultra-light connection block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63009328A JP2584646B2 (en) | 1988-01-18 | 1988-01-18 | Floating structure using ultra-light connection block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01186490A true JPH01186490A (en) | 1989-07-25 |
| JP2584646B2 JP2584646B2 (en) | 1997-02-26 |
Family
ID=11717403
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63009328A Expired - Fee Related JP2584646B2 (en) | 1988-01-18 | 1988-01-18 | Floating structure using ultra-light connection block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2584646B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0365489A (en) * | 1989-07-31 | 1991-03-20 | Sanki Kogyo Kk | Floating structure made of composite material of synthetic resin and cement |
| JPH0427010U (en) * | 1990-06-26 | 1992-03-04 | ||
| JPH0858683A (en) * | 1994-08-18 | 1996-03-05 | Maeda Okugai Bijutsu Kk | Floating block for afloat island |
| CN109693761A (en) * | 2019-01-11 | 2019-04-30 | 中山市武汉理工大学先进工程技术研究院 | A kind of environment-friendly type has the assembled load floating structure of long-acting thermal-insulating function |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS517908A (en) * | 1974-07-09 | 1976-01-22 | Sharp Kk | EIZOKIROKUSAISEISOCHINO SHOKYOKAIRO |
| JPS51130585U (en) * | 1975-04-15 | 1976-10-21 | ||
| JPS5794599U (en) * | 1980-11-29 | 1982-06-10 | ||
| JPS607294U (en) * | 1983-06-28 | 1985-01-18 | 日本ソリツド株式会社 | float body |
-
1988
- 1988-01-18 JP JP63009328A patent/JP2584646B2/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS517908A (en) * | 1974-07-09 | 1976-01-22 | Sharp Kk | EIZOKIROKUSAISEISOCHINO SHOKYOKAIRO |
| JPS51130585U (en) * | 1975-04-15 | 1976-10-21 | ||
| JPS5794599U (en) * | 1980-11-29 | 1982-06-10 | ||
| JPS607294U (en) * | 1983-06-28 | 1985-01-18 | 日本ソリツド株式会社 | float body |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0365489A (en) * | 1989-07-31 | 1991-03-20 | Sanki Kogyo Kk | Floating structure made of composite material of synthetic resin and cement |
| JPH0427010U (en) * | 1990-06-26 | 1992-03-04 | ||
| JPH0858683A (en) * | 1994-08-18 | 1996-03-05 | Maeda Okugai Bijutsu Kk | Floating block for afloat island |
| CN109693761A (en) * | 2019-01-11 | 2019-04-30 | 中山市武汉理工大学先进工程技术研究院 | A kind of environment-friendly type has the assembled load floating structure of long-acting thermal-insulating function |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2584646B2 (en) | 1997-02-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202280039U (en) | Improved wave-proof device | |
| US6491473B2 (en) | Precast modular concrete shapes and methods of installation to form shoreline stabilization, marine and terrestrial structures | |
| CN108222496B (en) | A kind of flexible pouring formwork and construction method | |
| JP4060790B2 (en) | Modular offshore structure | |
| DE10101405A1 (en) | Offshore wind power unit for supplying energy has a rotor on a tower with a pillar underneath the tower fitted in a steel frame with three legs, leg braces linking the legs and tie-bars between the pillar base and each leg. | |
| CN101648591A (en) | Floating island foundation | |
| CN101230558A (en) | Floating type landscape stayd-cable bridge | |
| CN206070552U (en) | The detachable rope net contact support of deep water drilling platform | |
| JPH01186490A (en) | Block for super-light coupling and float structure using said block and method of coating anticorrosive coating material of block for super-light coupling | |
| US5909984A (en) | Pile forming system and method of using the same | |
| CN113957794A (en) | Pier plastic pouring mold and construction method | |
| CN213508431U (en) | A construction pile foundation structure | |
| US5740753A (en) | Method of fabricating buoyant prestressed concrete building modules, resulting modules, and assembly thereof | |
| CN216141909U (en) | Pier plastic pouring mold | |
| CN211115084U (en) | New type cantilevered tower type shore mark | |
| CN112674007B (en) | Gravity-supported bottom-type universal foundation for deep-sea aquaculture and its construction and installation method | |
| JPS6055110A (en) | Construction of concrete structure | |
| JP2007505794A (en) | Pre-formed portable slab for use as a foundation or anti-scatter pad for industrial equipment | |
| JP3714801B2 (en) | Aquarium | |
| JPH0224286A (en) | Concrete floating body and manufacture thereof and floating pier | |
| CN222667814U (en) | Fences for salt lake areas | |
| CN223443755U (en) | Spliced modularized concrete wharfboat | |
| CN207794132U (en) | A kind of anti-floating, which is resisted strenuously, lifts the prefabricated pipe gallery of strength concrete | |
| JPH02125007A (en) | Coating method for corrosion preventive coating material for super light connecting block | |
| CN223408084U (en) | Anchor structure for floating drainage vessel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |