JPH0414512A - Structure placed on water surface and its constructing method - Google Patents
Structure placed on water surface and its constructing methodInfo
- Publication number
- JPH0414512A JPH0414512A JP11545690A JP11545690A JPH0414512A JP H0414512 A JPH0414512 A JP H0414512A JP 11545690 A JP11545690 A JP 11545690A JP 11545690 A JP11545690 A JP 11545690A JP H0414512 A JPH0414512 A JP H0414512A
- Authority
- JP
- Japan
- Prior art keywords
- water
- floating
- poured
- constructing
- instant
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 115
- 238000000034 method Methods 0.000 title claims description 34
- 238000007667 floating Methods 0.000 claims abstract description 78
- 239000003562 lightweight material Substances 0.000 claims abstract description 50
- 239000000463 material Substances 0.000 claims abstract description 20
- 238000005192 partition Methods 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- -1 floating lumps Substances 0.000 claims description 8
- 239000012779 reinforcing material Substances 0.000 claims description 8
- 239000004567 concrete Substances 0.000 claims description 7
- 239000008187 granular material Substances 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims description 5
- 238000003892 spreading Methods 0.000 claims description 4
- 239000012783 reinforcing fiber Substances 0.000 claims 1
- 235000019353 potassium silicate Nutrition 0.000 abstract description 22
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 abstract description 22
- 238000010276 construction Methods 0.000 abstract description 15
- 239000004568 cement Substances 0.000 abstract description 14
- 239000003795 chemical substances by application Substances 0.000 abstract description 14
- 239000000499 gel Substances 0.000 abstract description 9
- 108010010803 Gelatin Proteins 0.000 abstract description 2
- 239000008273 gelatin Substances 0.000 abstract description 2
- 229920000159 gelatin Polymers 0.000 abstract description 2
- 235000019322 gelatine Nutrition 0.000 abstract description 2
- 235000011852 gelatine desserts Nutrition 0.000 abstract description 2
- 238000001879 gelation Methods 0.000 abstract 1
- 238000005266 casting Methods 0.000 description 29
- 239000000203 mixture Substances 0.000 description 22
- 239000004088 foaming agent Substances 0.000 description 10
- 238000009415 formwork Methods 0.000 description 9
- 238000002360 preparation method Methods 0.000 description 8
- 239000007864 aqueous solution Substances 0.000 description 7
- 239000006260 foam Substances 0.000 description 7
- 238000005187 foaming Methods 0.000 description 5
- 230000018109 developmental process Effects 0.000 description 4
- 239000007788 liquid Substances 0.000 description 4
- 239000011521 glass Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- KKCBUQHMOMHUOY-UHFFFAOYSA-N Na2O Inorganic materials [O-2].[Na+].[Na+] KKCBUQHMOMHUOY-UHFFFAOYSA-N 0.000 description 2
- UFWIBTONFRDIAS-UHFFFAOYSA-N Naphthalene Chemical compound C1=CC=CC2=CC=CC=C21 UFWIBTONFRDIAS-UHFFFAOYSA-N 0.000 description 2
- VSCWAEJMTAWNJL-UHFFFAOYSA-K aluminium trichloride Chemical compound Cl[Al](Cl)Cl VSCWAEJMTAWNJL-UHFFFAOYSA-K 0.000 description 2
- 239000003054 catalyst Substances 0.000 description 2
- 239000004035 construction material Substances 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- KMUONIBRACKNSN-UHFFFAOYSA-N potassium dichromate Chemical compound [K+].[K+].[O-][Cr](=O)(=O)O[Cr]([O-])(=O)=O KMUONIBRACKNSN-UHFFFAOYSA-N 0.000 description 2
- 235000018102 proteins Nutrition 0.000 description 2
- 108090000623 proteins and genes Proteins 0.000 description 2
- 102000004169 proteins and genes Human genes 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- PUZPDOWCWNUUKD-UHFFFAOYSA-M sodium fluoride Chemical compound [F-].[Na+] PUZPDOWCWNUUKD-UHFFFAOYSA-M 0.000 description 2
- 238000000638 solvent extraction Methods 0.000 description 2
- 239000003381 stabilizer Substances 0.000 description 2
- 239000011550 stock solution Substances 0.000 description 2
- HRPVXLWXLXDGHG-UHFFFAOYSA-N Acrylamide Chemical compound NC(=O)C=C HRPVXLWXLXDGHG-UHFFFAOYSA-N 0.000 description 1
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- ANBBXQWFNXMHLD-UHFFFAOYSA-N aluminum;sodium;oxygen(2-) Chemical compound [O-2].[O-2].[Na+].[Al+3] ANBBXQWFNXMHLD-UHFFFAOYSA-N 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- DDLLEEZXZTYSBT-UHFFFAOYSA-N butane-1-sulfonic acid;naphthalene Chemical compound CCCCS(O)(=O)=O.C1=CC=CC2=CC=CC=C21 DDLLEEZXZTYSBT-UHFFFAOYSA-N 0.000 description 1
- 239000001110 calcium chloride Substances 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 0.000 description 1
- 239000005018 casein Substances 0.000 description 1
- BECPQYXYKAMYBN-UHFFFAOYSA-N casein, tech. Chemical compound NCCCCC(C(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(CC(C)C)N=C(O)C(CCC(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(C(C)O)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(COP(O)(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(N)CC1=CC=CC=C1 BECPQYXYKAMYBN-UHFFFAOYSA-N 0.000 description 1
- 235000021240 caseins Nutrition 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000013618 particulate matter Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 238000009372 pisciculture Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920001228 polyisocyanate Polymers 0.000 description 1
- 239000005056 polyisocyanate Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000008262 pumice Substances 0.000 description 1
- 239000001397 quillaja saponaria molina bark Substances 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 229930182490 saponin Natural products 0.000 description 1
- 150000007949 saponins Chemical class 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 229910052814 silicon oxide Inorganic materials 0.000 description 1
- 239000000344 soap Substances 0.000 description 1
- 229910001388 sodium aluminate Inorganic materials 0.000 description 1
- 239000011775 sodium fluoride Substances 0.000 description 1
- 235000013024 sodium fluoride Nutrition 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000004094 surface-active agent Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、海洋・河川土木、養魚、海洋汚染防止等の分
野で有用な水上から浮遊状態で打設される水上打設構造
物及びその構築方法に関する。[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to floating structures cast on water that are useful in the fields of marine and river civil engineering, fish farming, marine pollution prevention, etc. Concerning construction methods.
[従来の技術及び発明が解決しようとする課題」従来、
水上に浮遊構造体を設置しようとした場合、地上でその
軽量構造体を築造した後、それを水上に移送することに
よって行っていた。[Prior art and problems to be solved by the invention] Conventionally,
When attempting to install a floating structure on water, the lightweight structure is constructed on the ground and then transferred to the water.
浮遊構造体には水上構造物又は水中構造物があり、水上
構造物としては、石油プラットフォームやケーソンのよ
うな浮遊構造物と、人工島や海底トンネルのような固定
構造物があるが、こうした構造物を構築する方法として
は、■現地に大掛かりな仮設構造物を構築したのち、構
造物を遣る方法と、■陸上にて構造物を構築したのち、
台船等に載せて現場まで曳航し、設置する方法、の2種
があった。Floating structures include floating structures or underwater structures. Floating structures include floating structures such as oil platforms and caissons, and fixed structures such as artificial islands and undersea tunnels. There are two ways to build something: ■ Construct a large-scale temporary structure on-site and then send the structure; ■ Construct a structure on land, then
There were two methods: placing it on a barge, towing it to the site, and installing it.
ところが、■の方法では仮設構造物の構築例えば足場の
確保や、外殻壁の構築などに多大な労力を要するほか、
材料を現地まで輸送することも大変であった。また■の
方法では構造物の設置に際して巨大な揚重機械を必要と
するほか、現場までの曳航にも多大な労力が必要であっ
た。However, method (■) requires a great deal of effort to construct temporary structures, such as securing scaffolding and constructing outer shell walls.
It was also difficult to transport materials to the site. In addition, method (2) required a huge lifting machine to install the structure, and it also required a great deal of labor to tow the structure to the site.
このように従来技術には、現場が水上であると言う特殊
事情のため、陸上とは異なった困難性があった。As described above, the conventional technology had difficulties different from those on land due to the special circumstances of the site being located on water.
また従来、水面上の簡易仕切り壁の構築にオイルフェン
スなどが使用されているが、現場で製作することは容易
でなかった0例えば、石油採掘用プラットフォームやタ
ンカーからのオイルの流出に際して、短時間で簡易に防
護体を築造することができなく、被害が増大する場自が
あった。In addition, oil fences have traditionally been used to construct simple partition walls above the water surface, but it is not easy to manufacture them on site.For example, when oil spills from an oil drilling platform or tanker, it can be In some cases, it was not possible to easily construct protective structures, resulting in increased damage.
し課題を解決するための手段]
本発明者は上記問題を解決すべく鋭意研究の結果、従来
技術の問題を解決する新規な本発明方法を開発した1本
願発明は、水上打設構造物及びその構築方法に係るもの
である。Means for Solving the Problems] As a result of intensive research in order to solve the above problems, the present inventor has developed a novel method of the present invention that solves the problems of the prior art.1 The present invention is directed to a structure for pouring over water and It concerns the construction method.
すなわち、構造物の発明は、ゲルタイムが数秒ないし数
十秒である瞬結性軽量材料を、水面上に撒き出して打設
・形成されてなることを特徴とする水上打設構造物であ
る。That is, the invention of the structure is a cast structure on water, which is formed by pouring and forming an instant-setting lightweight material having a gel time of several seconds to several tens of seconds on the water surface.
該構造物の発明においては、水上打設構造物が、底面及
び/又は側面に不透水性ないし半透水性のシート又は袋
を貼着してなるものであってもよく、また水上打設構造
物が、底部に又は内部に多数の浮遊性の塊状体、粒状体
、中空体、繊維体等の浮遊材料を配してなるものであっ
てもよく、そして水上打設構造物が、ワイヤー、ロープ
、網、軽量筋材、繊維等の補強材を配設してなるもので
あってもよい。さらにそれら水上打設構造物は、水面又
は水中に浮揚されていてもよく、また、その底面か水底
地盤に定着されてなるものであってもよい。In the invention of the structure, the above-water cast structure may be formed by attaching an impermeable or semi-water permeable sheet or bag to the bottom and/or side surfaces, and the above-water cast structure The article may consist of a number of floating materials such as floating lumps, granules, hollow bodies, fibers, etc. disposed on the bottom or inside, and the floating structure may include wires, It may be formed by disposing a reinforcing material such as a rope, a net, a lightweight reinforcing material, or a fiber. Further, these floating structures may be floating on the surface of the water or in the water, or may be fixed to the bottom surface or the underwater ground.
次に構築方法の発明は、ゲルタイムが数秒ないし数十秒
である瞬結性軽量材料を、水面に撒き出して打設するこ
とを特徴とする水上打設構造物の構築方法である。Next, the invention of a construction method is a method for constructing a poured structure on water, which is characterized in that an instant-setting lightweight material having a gel time of several seconds to several tens of seconds is poured out onto the water surface and poured.
該方法においては、構築される構造物は、通常、水面又
は水中に浮揚されてなるものであるが、継続的な打設に
よる積層高の増大によってその底面が水底地盤に到達・
定着されてなるものて′あってもよい。In this method, the structure to be constructed is usually floating on the water surface or underwater, but as the stack height increases due to continuous pouring, the bottom surface reaches the underwater ground.
It may be something that is established.
また、本発明の水上打設構造物の構築方法は、水面上の
所要区域にオイルフェンスなどの連続状の浮遊体を敷設
して区切った後、該浮遊体によって区切られた水面上に
、前記瞬結性軽量材料を、撒き出して打設する方法であ
る。さらに、水面上の所要区域の仕切り手段は、シート
パイルや鋼管矢板なとの仕切壁で区切ってもよい。In addition, the method for constructing a floating structure of the present invention involves laying and dividing a continuous floating body such as an oil fence in a required area on the water surface, and then placing the above-mentioned on the water surface divided by the floating body. This is a method in which instant-setting lightweight material is spread out and placed. Furthermore, the partitioning means for the required area above the water surface may be partitioned by partition walls such as sheet piles or steel pipe sheet piles.
シートパイルや鋼管矢板で仕切った場合、その水面付近
の仕切壁の内側面に可動性型枠を付設し、打設瞬結性軽
量材料が硬化した後、可動性型枠を動かすことによって
、仕切壁と硬化瞬結性軽量材料との間にクリアランスを
生じさせ、両者間に発生する付着を防止することも好ま
しい。When partitioning with sheet piles or steel pipe sheet piles, a movable formwork is attached to the inside surface of the partition wall near the water surface, and after the cast instant setting lightweight material has hardened, the movable formwork can be moved. It is also preferable to create a clearance between the wall and the hardening flash-setting lightweight material to prevent adhesion occurring between the two.
さらにまた、本発明の方法は、水面上の所要区域に、不
透水性ないし半透水性のシート又は袋を張り、その上部
より前記瞬結性軽量材料を撒き出して打設するようにし
てもよい。Furthermore, the method of the present invention may be implemented by spreading an impermeable or semi-water permeable sheet or bag over a required area above the water surface, and pouring out the instant-setting lightweight material from the top of the sheet or bag. good.
そしてまた、水面上の所要区域を浮遊体やシートパイル
等の仕切壁で区切った後、その区域内に多数の浮遊性の
塊状体、粒状体、中空体、繊維体等の浮遊材料を浮遊さ
せ、次いで、その上部から前記瞬結性軽量材料を撒き出
して打設してもよい。Furthermore, after dividing the required area on the water surface with partition walls such as floating bodies or sheet piles, a large number of floating materials such as floating lumps, granules, hollow bodies, and fibrous bodies are suspended within that area. Then, the instant-setting lightweight material may be poured out from above and cast.
上記いずれの方法の場合にあっても、水上打設構造物を
構築するに際して、前記浮遊材料やワイヤー、ロープ、
網、軽量筋材、プラスチック繊維、金属繊維等の補強材
を配設し、−粘性軽量材料を撒き出して打設することも
できる。In any of the above methods, when constructing a floating structure, the floating materials, wires, ropes,
It is also possible to provide reinforcing materials such as nets, lightweight reinforcing materials, plastic fibers, metal fibers, etc., and to pour out and cast a viscous lightweight material.
なお、通常、上記浮遊構造物にはアンカーを垂下してそ
の流失を防止する。Note that anchors are usually suspended from the floating structure to prevent it from being washed away.
上記本発明における瞬結性軽量材料としては、例えば■
セメントのような無機水硬性硬化剤、水、起泡剤及び急
結剤の混合物からなり、気泡が均一分散されて含有され
ている軽量材料組成物や■ウレタンプレポリマーである
インシアネートあるいはポリイソシアネートのような有
機水硬性硬化剤と水との混合物や■アクリルアミド水溶
液と起泡剤と触媒との混合物等が挙げられる。Examples of the instant-setting lightweight material in the present invention include:
A lightweight material composition consisting of a mixture of an inorganic hydraulic curing agent such as cement, water, a foaming agent, and an accelerating agent, and containing air bubbles uniformly dispersed, and ■ incyanate or polyisocyanate, which is a urethane prepolymer. Examples include a mixture of an organic hydraulic curing agent and water, and a mixture of an acrylamide aqueous solution, a foaming agent, and a catalyst.
そして、上記瞬結性軽量材料のゲルタイム(固結するの
に必要な時間)は数秒ないし数十秒であるため、材料の
構成成分の最終混合は、打設箇所付近で行うことが好ま
しい。Since the gel time (the time required for solidification) of the instant-setting lightweight material is several seconds to several tens of seconds, the final mixing of the constituent components of the material is preferably performed near the placement site.
特に、急結剤、触媒等の混合は打設箇所直前部で行うこ
とが好ましい、これにより、材料スラリー等のホースに
よる送給を容易とし、かつ水上への瞬結打設を確実化で
きる。これらの混合は、各組成成分毎の各送給ホースの
先端を、打設箇所近くて交叉させるように配置して放出
することによって行うか、あるいは二重管からなる送給
ホースで各組成成分を圧送し、その先端から各成分を混
合放出するようにすることもできる。In particular, it is preferable to mix the quick-setting agent, catalyst, etc. immediately before the casting location.This makes it easy to feed the material slurry etc. with a hose, and ensures instant setting casting on water. These mixtures can be performed by discharging the ends of each feed hose for each component so that they intersect near the installation location, or by using a feed hose consisting of a double tube to mix each component. Alternatively, the components may be mixed and released from the tip.
なお、該組成物にはその他各種充填材を加配してもよい
ことは言うまでもない。It goes without saying that various other fillers may be added to the composition.
[実施例コ 次に本発明を実施例によって詳細に説明する。[Example code] Next, the present invention will be explained in detail by way of examples.
本発明の水上打設用軽量材料による浮揚構造物の築造方
法についての概要を説明すると、まず、起泡剤と水の混
合物を撹拌して十分に起泡させ、これにセメントスラリ
ーを均一に混合してして発泡ペーストとする。これに、
急結剤としての水ガラス水溶液を混合して、水面上に撒
き出して打設する。該混合物は数秒ないし数十秒間で固
結する。To give an overview of the method of constructing a floating structure using a lightweight material for pouring on water according to the present invention, first, a mixture of a foaming agent and water is stirred to foam it sufficiently, and a cement slurry is uniformly mixed therein. Then, make a foam paste. to this,
A water glass aqueous solution as an quick-setting agent is mixed and poured onto the water surface. The mixture solidifies in a few seconds to several tens of seconds.
このゲルタイムは、発泡ペーストと水ガラスとの混合比
によって調整することができる。This gel time can be adjusted by the mixing ratio of foam paste and water glass.
使用される起泡剤としては、膠質ブチルスルフオン酸ナ
フタレン、ゼラチン、カゼイン等の蛋白質の誘導体、サ
ポニン、樹脂石鹸、**ラウリルソ−ダ等が挙げられる
。Examples of the foaming agent used include colloid butylsulfonate naphthalene, gelatin, protein derivatives such as casein, saponin, resin soap, and lauryl soda.
また、急結剤としては、水ガラス、重クロム酸カリ、ゲ
イフッ化ソーダ、アルミン酸ソーダ、塩化アルミニウム
、塩化カルシウム等が挙げられるが、特に水ガラスが好
ましい。Further, examples of the quick-setting agent include water glass, potassium dichromate, sodium fluoride, sodium aluminate, aluminum chloride, calcium chloride, etc., and water glass is particularly preferred.
なお、通常水ガラスとしては、JISB号品(SiOz
含量28〜30%)か用いられる。In addition, as a normal water glass, JISB product (SiOz
content of 28-30%) is used.
急結剤としての水ガラスの使用は、瞬結性、強度発現性
、安全性等の点から特に好適である。The use of water glass as an quick-setting agent is particularly suitable from the viewpoints of instant setting properties, strength development properties, safety, and the like.
また硬化剤としてセメントを用いているが、これは瞬結
性及び長期強度を確保する等のため、特に好ましいもの
である。Furthermore, cement is used as a hardening agent, which is particularly preferable because it ensures instant setting and long-term strength.
第1図(A)に図示するごとく、以上の発泡ペースト及
び水ガラス水溶液の調整を作業船1上で行い、両材料を
別々に2本のホース又は二重管によって送給ホース2の
先端まで圧送し、そこで両者を混合して水面上に撒き出
すことによって、水上に浮揚構造物3を打設・築造する
。As shown in Fig. 1 (A), the above-mentioned foam paste and water glass aqueous solution are prepared on the work boat 1, and both materials are separately delivered to the tip of the feed hose 2 through two hoses or double pipes. The floating structure 3 is poured and constructed on the water by being pumped, mixing the two and spreading the mixture on the water surface.
該作業を続行することにより、第1図(B)に示すごと
く大容積の浮揚構造物3を構築する。By continuing this work, a large-volume floating structure 3 is constructed as shown in FIG. 1(B).
次に本発明に係る瞬結性軽量材料の好適組成例について
説明する。瞬結性軽量材料においては、特に下記のこと
き、発泡ペーストの組成及び水ガラスの組成が好ましい
。Next, a preferred composition example of the instant-setting lightweight material according to the present invention will be explained. For instant-setting lightweight materials, foamed paste compositions and water glass compositions are particularly preferred in the following cases.
[a1発泡ペーストの組成]
セメント:100重量部、
水 =30〜200重量部
起泡剤 、0.1〜5重量部
気泡安定剤=0.1〜5重量部
気泡量 250〜9001/m’
[b、水ガラス水溶液の組成コ
水ガラス(JISB号)
:100重量部
水 :30〜200重量部
ゲルタイム調製剤(塩類)
=0.1〜10重量部
(a液とb液の混合比(重量比))
a:b=1:0.1〜1:’3.5
次に、上記組成範囲の中から下記組成の瞬結性軽量材料
を調製し、水上へ打設した例を具体的に説明する。[Composition of a1 foaming paste] Cement: 100 parts by weight, Water = 30 to 200 parts by weight Foaming agent, 0.1 to 5 parts by weight Cell stabilizer = 0.1 to 5 parts by weight Cell volume 250 to 9001/m' [b, Composition of water glass aqueous solution Water glass (JISB No.): 100 parts by weight Water: 30 to 200 parts by weight Gel time preparation agent (salts) = 0.1 to 10 parts by weight (mixing ratio of liquids a and b) Weight ratio)) a:b=1:0.1 to 1:'3.5 Next, we prepared an instant-setting lightweight material with the following composition from the above composition range and concretely described an example of casting it on water. Explain.
■[発泡ペーストの組成]
セメント=100重量部、
水 =100重量部
起泡剤 二0.7重量部
気泡安定剤:0.1重量部
気泡量:65(H!/mコ
である発泡ペーストと、
■[水ガラス水溶液の組成]
水ガラス(JISB号)
=100重量部
水 =50重量部
ゲルタイム調製剤(塩類)
=0.1重量部
である水ガラス水溶液とを、
■:■=1:0.16の割合(重量比)で混合し、該瞬
結性軽量材料を、前記第1図説明方法と同様にして水上
に打設した。■ [Composition of foaming paste] Cement = 100 parts by weight, Water = 100 parts by weight Foaming agent 20.7 parts by weight Foam stabilizer: 0.1 parts by weight Foaming paste with bubble volume: 65 (H!/m) and ■ [Composition of water glass aqueous solution] Water glass (JISB No.) = 100 parts by weight Water = 50 parts by weight Gel time preparation agent (salts) = 0.1 part by weight of a water glass aqueous solution, ■: ■ = 1 :0.16 (weight ratio), and the instant setting lightweight material was cast on water in the same manner as the method described in FIG. 1 above.
その結果、混合物のゲルタイムは5秒であり、硬化物の
密度は0.6ton/m3であり、打設後60秒の硬化
浮揚構造物の圧縮強度は0.1kgf/cm2、打設後
2時間後の圧縮強度は3kgf/cm2であった。そし
てこの浮揚構造物は長期間にわたって、浮揚状態を持続
することが確認されている。As a result, the gel time of the mixture was 5 seconds, the density of the cured product was 0.6 ton/m3, the compressive strength of the cured floating structure was 0.1 kgf/cm2 60 seconds after pouring, and 2 hours after pouring. The compressive strength after that was 3 kgf/cm2. It has been confirmed that this floating structure maintains its floating state for a long period of time.
次に本実施例で使用される各配き成分について説明する
。Next, each distribution component used in this example will be explained.
2 しての ガラス
水力ラスは、通常市販の3号水ガラス(Na20・3S
iO2・aq>が使用されるが、該水ガラス原液(S
102 : 28〜309=、Na2O:9〜10%
、残:水)の粘度は高く、そのままでは移動速度が遅い
、このため、水を事前に添加して水ガラス液の粘度を下
げ、移動速度を速くすることが望ましい。これは通常の
水ガラス系薬液注入での水ガラスの使用方法と同様であ
り、よく知られている事柄である。なお、多量の発泡ペ
ーストに少量の水ガラス原液(急結剤)を混合すること
は均一混合の意味からも非常に困難である。2. The glass hydraulic lath is usually commercially available No. 3 water glass (Na20/3S).
iO2・aq> is used, but the water glass stock solution (S
102: 28-309=, Na2O: 9-10%
, remainder: water) has a high viscosity and the moving speed is slow if left as is. Therefore, it is desirable to add water in advance to lower the viscosity of the water glass liquid and increase the moving speed. This is similar to the method of using water glass in normal water glass-based chemical injection, and is a well-known matter. In addition, it is very difficult to mix a small amount of water glass stock solution (accelerating agent) with a large amount of foaming paste from the viewpoint of uniform mixing.
監症l
起泡剤について説明すると、本発明においても通常のセ
メント系温き物に使用される膠質ブナルスルフオン酸ナ
フタしンや蛋白質なとの起泡剤か用いられる。一般的な
界面活性剤であればセメント重量の52゜程度か上限で
ある。好ましくは、3%以下である。Regarding the foaming agent, in the present invention, foaming agents such as colloidal bunalsulfonate naphthalene and protein, which are commonly used in cement-based hot materials, are used. If it is a general surfactant, it is about 52° of the cement weight or the upper limit. Preferably it is 3% or less.
密度を1 、 Ot o n m ″以下とするために
は、16ON/m’の気泡か必要となる。この気泡を得
るには起泡剤の添加率は0.05%程度以上−1要とな
るか、気泡の安定性などの点から、好ましくは02%以
上である。In order to make the density less than 1.0 m'', 16 ON/m' of bubbles are required. To obtain these bubbles, the addition rate of the foaming agent must be about 0.05% or more -1. From the viewpoint of bubble stability, etc., it is preferably 0.2% or more.
木造
発泡ペースト中の水量は、200 %以下(特に好まし
くは100%以下)が、強度発現上から好ましい。なお
、強度発現は起泡剤の添加量によって大きく影響を受け
るため、最適水量も変化する。The amount of water in the wooden foam paste is preferably 200% or less (particularly preferably 100% or less) from the viewpoint of strength development. In addition, since strength development is greatly affected by the amount of foaming agent added, the optimum amount of water also changes.
撃)7上1
羊位セメント量の増加とともに初期強度が増加するか、
単位セメント量が50 k g / m ’程度であっ
ても強度発現が望める。必要となる水上打設置ilt造
物の初期強度は用途によって異なるが、取扱の点から0
.5kgf、’cm2以上が望ましい。(G) 7-1 Does the initial strength increase as the amount of cement increases?
Strength development can be expected even if the unit cement amount is about 50 kg/m'. The required initial strength of ILT structures installed on water varies depending on the application, but from the point of view of handling, it is
.. 5kgf, cm2 or more is desirable.
このため、単位セメント量としては好ましくは150k
g%m’以上が必要となる。Therefore, the unit cement amount is preferably 150k.
g%m' or more is required.
セメントとにガラスの 率
材料を麟結させるのは急激な凝集反応であり、この反応
が進むには各材料(セメントと水力ラス)の比率か適正
てなければならない。It is a rapid cohesive reaction that causes the glass and cement materials to coalesce, and for this reaction to proceed, the ratio of each material (cement and hydraulic lath) must be appropriate.
水力ラスの量が少なくなると強度が大幅に減少する。水
ガラス(J I 33号品)は少なくともセメントの3
0%以上必要である。As the amount of hydraulic lath decreases, the strength decreases significantly. Water glass (JI No. 33 product) is at least 3 of cement.
0% or more is required.
上記のごとく、本発明の水上打設用瞬結性軽量材料は極
めて簡単な組成材料から精成されるものであるが、その
製造においても通常の土木用のミキサー、ポンプ等が使
用できる。As mentioned above, the instant-setting lightweight material for pouring over water according to the present invention is refined from extremely simple composition materials, and ordinary civil engineering mixers, pumps, etc. can be used in its manufacture.
そして、水上にそのまま撒きだすことによって、浮揚体
として打設できるため、作業も容易である。The work is also easy because it can be cast as a floating body by simply spreading it out on the water.
さらに改変例として、水中に構造物を横築するに際して
、まず水面に浮遊する構造物を横築し、続いてその上に
土砂やコンクリート、モルタルを打設して構造物全体を
完成させることもてきる。As a further example of a modification, when building a structure horizontally underwater, it is possible to first build the structure horizontally floating on the surface of the water, and then pour earth and sand, concrete, or mortar on top of it to complete the entire structure. I'll come.
[水上打設例コ
次に本発明による水上打設例のいくつかを図面にしたが
って説明する。[Examples of pouring on water Next, some examples of pouring on water according to the present invention will be explained with reference to the drawings.
打設例1:
第1図(A)、(B)に図示するごとく、下記の作業を
作業船1や水上に設置した仮設プラントなとで行い、瞬
結性軽量材料の各成分を送給ホース2にて移送し、打設
箇所近くで混きして水上に撒き出すことにより、浮揚構
造物3を打設 築造する。Casting example 1: As shown in Fig. 1 (A) and (B), the following work was carried out on a work boat 1 or a temporary plant installed on the water, and each component of the quick-setting lightweight material was poured into a feed hose. 2, the floating structure 3 is poured and constructed by mixing it near the pouring point and scattering it on the water.
なお、本打設例で用いた瞬結性軽量材料の配合は、前記
■発泡ペーストと■水ガラス水溶液との1:0.16(
重量比)混合物である。The composition of the instant-setting lightweight material used in this casting example was 1:0.16 (1:0.16) of the above-mentioned (1) foaming paste and (2) water glass aqueous solution.
(weight ratio) mixture.
該両者混合液はゲルタイムが5秒であるので、水上撒き
出し物は水上に到達すると間もなく5固結し、浮揚構造
物3が水上に打設・築造できた。Since the gel time of the mixture of the two was 5 seconds, the material sprinkled on the water solidified shortly after reaching the surface of the water, and the floating structure 3 was able to be cast and constructed on the water.
潮の干満や波浪による揺動等を回避する目的で、該浮揚
構造物3の底部を水底まで沈める必要がある場合には、
その上部や中央に砂などの材料を築盛すればよい。If it is necessary to sink the bottom of the floating structure 3 to the bottom of the water for the purpose of avoiding shaking due to tides and waves,
All you have to do is build up a material such as sand on the top or in the center.
打設例2:
第2図図示のごとく、打設に先立ってまず長い中空フロ
ート4を水面に浮遊配設して打設領域を区分けする。Casting Example 2: As shown in Figure 2, prior to casting, a long hollow float 4 is first placed floating on the water surface to divide the casting area.
次いで、作業船1上で瞬結性軽量材料の調製を行い、そ
の領域内に瞬結性軽量材料を撒き出して、浮揚構造物3
を打設・横築する。Next, the instant-setting lightweight material is prepared on the work boat 1, and the instant-setting lightweight material is spread within the area to create the floating structure 3.
Pour and horizontally erect.
なお、瞬結性軽量材料の調製及び打設方法は、打設例1
のものと同様である。The preparation and casting method of the instant-setting lightweight material is as shown in Casting Example 1.
It is similar to that of .
浮揚構造物3はアンカー5によって固定することが原則
であるが、水面の静寂性が保てる場合なとの条件下では
使用する必要はない。In principle, the floating structure 3 is fixed with the anchor 5, but it is not necessary to use it under conditions such as when the water surface can be kept quiet.
打設の継続積層により、第2図(B)から(C)のごと
く水底地盤7に達する大容積物になる。By continuing to pile up the concrete, it becomes a large volume that reaches the underwater ground 7 as shown in Figs. 2 (B) to (C).
該浮揚構造物3を沈める場合には、打設例1で説明した
と同様にすればよい。When sinking the floating structure 3, the same procedure as described in the pouring example 1 may be used.
打設例3:
まず、第3図(A)図示のごとく、水底地盤7から水面
上へ突出するようにシートパイルや鋼管矢板6を立設し
、打設領域に仕切り構造物を造る。Driving Example 3: First, as shown in FIG. 3(A), sheet piles or steel pipe sheet piles 6 are erected so as to protrude above the water surface from the underwater ground 7, and a partition structure is built in the driving area.
次いで、作業船1上で瞬結性軽量材料の調製を行い、そ
の領域内に瞬結性軽量材料を撒き出して、浮揚構造物3
を打設・構築する(第3図(B))。Next, the instant-setting lightweight material is prepared on the work boat 1, and the instant-setting lightweight material is spread within the area to create the floating structure 3.
(Fig. 3 (B)).
なお、瞬結性軽量材料の調製及び打設方法は、打設例1
のものと同様である。The preparation and casting method of the instant-setting lightweight material is as shown in Casting Example 1.
It is similar to that of .
打設例4:
まず、第3図(A)図示のごとく、水底地盤7から水面
上へ突出するようにシートパイルや鋼管矢板6を立設し
、打設領域に仕切り構造物を造る。Driving example 4: First, as shown in FIG. 3(A), sheet piles or steel pipe sheet piles 6 are erected so as to protrude above the water surface from the underwater ground 7, and a partition structure is built in the driving area.
次いで、第4図(A)図示のごとく、仕切り構造物のシ
ートパイルや鋼管矢板6の上部内周面にゴム袋等で造っ
た可動性型枠8を付ける。なお、該可動性型枠は圧縮空
気又は液体の導入口と排出口を有しており、圧縮空気又
は液体の導入、排出によりその容積を増減して、型枠を
動かすものである。Next, as shown in FIG. 4(A), a movable formwork 8 made of a rubber bag or the like is attached to the upper inner peripheral surface of the sheet pile or steel pipe sheet pile 6 of the partition structure. The movable formwork has an inlet and an outlet for compressed air or liquid, and the volume is increased or decreased by introducing or ejecting compressed air or liquid to move the formwork.
そこで、作業船1上で瞬結性軽量材料の調製を行い、そ
の打設領域内に可動性型枠8を膨出した状態で瞬結性軽
量材料な撒き出して、浮揚構造物3を打設 構築する(
第4図(B))。Therefore, a quick-setting lightweight material was prepared on the work boat 1, and the floating structure 3 was poured out with the movable formwork 8 bulging in the casting area. Build (
Figure 4(B)).
所定量の軽量材料(例えば1日の施工分)か打設できた
段階で可動性型枠8をその仲の圧縮空気を一部排出させ
て移動させ、第4図(C)図示のごとく、打設材料と仕
切りllI造物との間にクリアランスを発生させる。こ
れによって、打設構造物と鋼管矢板等の仕切り構造物と
が付着することを回避する。When a predetermined amount of lightweight material (for example, for one day's work) has been poured, the movable formwork 8 is moved with some of the compressed air inside it exhausted, and as shown in FIG. 4(C), the movable formwork 8 is moved. A clearance is created between the construction material and the partition III structure. This prevents the pouring structure from adhering to the partition structure such as a steel pipe sheet pile.
なお、瞬結性軽量材料の調製及び打設方法は、打設例1
のものと同様である。The preparation and casting method of the instant-setting lightweight material is as shown in Casting Example 1.
It is similar to that of .
以上を繰り返して、軽量の構造体3確実に築造する。By repeating the above steps, the lightweight structure 3 is reliably constructed.
打設例5:
第5図(A)〜(F)に図示するごとく、各種方法で水
上の打設領域全面にシートや袋9を張り、その上から瞬
結性軽量材料を撒き出し打設浮揚構造物を築造する。Casting example 5: As shown in Figures 5 (A) to (F), a sheet or bag 9 is stretched over the entire surface of the pouring area above the water using various methods, and instant-setting lightweight material is sprinkled on top of the sheet or bag 9 to float the casting. Build a structure.
(A)図はシートパイルや鋼管矢板6で区分けした領域
内の水面に、周辺部にフロート4で端部を保持させたシ
ート9を浮かへ、その上から瞬結性軽量材料を撒き出し
て、打設する例である。(A) In the figure, a sheet 9 whose edges are held by floats 4 around the periphery is floated on the water surface in an area divided by sheet piles or steel pipe sheet piles 6, and instant-setting lightweight material is sprinkled on top of it. , is an example of pouring.
この場合は、波があっても静寂性が保てて打設物が一部
飛び離れることかなく、また浮揚構造物の周囲面を防水
状態にするので長期間の水上浮揚をより確実なものとす
ることがてきる。In this case, even if there are waves, it will remain quiet and some of the poured objects will not fly away, and the surrounding surface of the floating structure will be waterproof, making it more reliable to float on the water for a long time. It is possible to do this.
このときにシー、トや袋の上に水が溜まっていても、施
工上は問題ない。Even if water accumulates on the sheet, tray, or bag at this time, there is no problem in construction.
(B)図は区分けした領域内の水面に、周辺部に浮き4
で端部を保持させたシート93浮かへ浮き4をアンカー
5で固定し、シート9の上から瞬結性軽量材料を撒き出
して、打設する例である。(B) The figure shows 4 floats on the water surface within the divided area.
This is an example in which a float 4 is fixed to a sheet 93 whose end is held by an anchor 5, and an instant-setting lightweight material is poured out from above the sheet 9 and cast.
シートや袋9はフロート4とアンカー5とによって固定
することが原則であるが、水面の静寂性が保てる場合な
どの条件下では使用する必要はない。In principle, the sheet or bag 9 is fixed with the float 4 and the anchor 5, but it is not necessary to use it under conditions such as when the water surface can be kept quiet.
上記水面上の所要区域に、不透水性ないし半透水性のシ
ート又は袋を張り、その上部より前記瞬結性軽量材料を
撒き出して打設する方法によれば、水面の水と直面しな
いので、荒波の場合であっても瞬結性軽量材料か水中へ
拡散・逸失するようなことが防止できる。According to the method of stretching an impermeable or semi-water permeable sheet or bag over the required area above the water surface and pouring out the instant-setting lightweight material from above, the instant setting lightweight material is poured out from the top of the sheet or bag. Even in the case of rough seas, it is possible to prevent the flash-setting lightweight material from being dispersed or lost into the water.
この場合も、(A)の場合と同様の作用効果か発揮され
る。In this case as well, the same effects as in case (A) are achieved.
(C)図は(B)図のものにロープ製の網体10を張っ
て、シート9を補強した状態の斜視図である。(C) is a perspective view of the sheet 9 in which a rope net 10 is stretched over the sheet 9 shown in (B) to reinforce it.
(D)図はシート9を2枚重ねて張設した例を、(E)
図は袋9゛をつなげて張設した例を、(F)図はつなげ
た袋9′の底部をロープ製の網体10て補強した例を、
各々示している。(D) Figure shows an example of two sheets 9 stacked and stretched, and (E)
The figure shows an example in which bags 9' are connected and stretched, and figure (F) shows an example in which the bottom of the connected bags 9' is reinforced with a rope net 10.
Each is shown.
なお、以上各例における瞬結性軽量材料の調製及び打設
方法は、打設例1のものと同様である。The preparation and casting method of the instant-setting lightweight material in each of the above examples is the same as that of Casting Example 1.
打設例6:
第6図(A)図示のごとく、打設に先立ってまず長い中
空フロート4を水面に浮遊配設して打設領域を区分けし
、次いで、区分は領域内水面に軽量浮遊粒状体11、例
えば発泡パーライト、軽石小塊、中空ガラスピーズ等を
撒いて一面に浮遊させる。Casting Example 6: As shown in Fig. 6 (A), prior to casting, first, a long hollow float 4 is placed floating on the water surface to divide the casting area, and then the segmentation is done by placing lightweight floating particles on the water surface within the area. The body 11, for example, foamed perlite, pumice stones, hollow glass beads, etc., is scattered and floated all over.
他方、作業船1上で瞬結性軽量材料の調製を行い、その
領域内の浮遊粒状体11上に瞬結性軽I材料を撒き出し
て、(B)図示のごとく浮遊i遺物3を打設・横築する
。On the other hand, a flash-setting light I material is prepared on the work boat 1, and the flash-setting light I material is sprinkled onto the floating granules 11 in that area, and the floating I relic 3 is struck as shown in (B). Establish and horizontally construct.
なお、瞬結性軽量材料の調製及び打設方法は、打設例1
のものと同様である。The preparation and casting method of the instant-setting lightweight material is as shown in Casting Example 1.
It is similar to that of .
浮揚構造物3はアンカー5によって固定することか原則
であるが、水面の静寂性が保てる場合などの条件下でき
使用する必要はない。In principle, the floating structure 3 should be fixed with anchors 5, but this is not necessary under conditions such as when the water surface can be kept quiet.
打設例7
第7図(A>、(B)[]示のごとく、打設に先立って
まず長い中空フロート4を水面に浮遊配設して打設領域
を区分けし、次いて、区分は領域内水面にロープ製網体
10を張りながら、瞬結性軽量材料をその上から撒き出
し、これを繰り返すことにより、内部かロープ製網体1
0で補強された浮揚構造物3が水上に構築される。Casting Example 7 As shown in Figure 7 (A>, (B) [], prior to casting, first, a long hollow float 4 is placed floating on the water surface to divide the casting area, and then the area is divided into sections. While stretching the rope net 10 on the surface of the inland water, the quick-setting lightweight material is sprinkled on top of the rope net 10, and by repeating this process, the inside of the rope net 1 is
A floating structure 3 reinforced with 0 is constructed on the water.
なお、瞬結性軽量材料の調製及び打設方法は、打設例1
のものと同様である。浮揚構造物3はアンカー5によっ
て固定しである。The preparation and casting method of the instant-setting lightweight material is as shown in Casting Example 1.
It is similar to that of . The floating structure 3 is fixed by anchors 5.
以上の打設例は、浮揚構造物3を施工現地て打設したも
のであるか、海洋等の遠隔箇所に浮揚構造物を設置する
場合は、予め陸地に近い水域で浮揚構造物3を築造し、
それをを設置地点まで曳航などして運搬したt褒、アン
カー等によって停留設置してもよい。In the above installation example, the floating structure 3 was installed at the construction site, or when installing the floating structure in a remote location such as the ocean, the floating structure 3 was built in advance in a body of water near land. ,
It may be towed or otherwise transported to the installation location, or it may be anchored and installed using an anchor or the like.
こうして構築された浮揚構造物は、耐海水性に優れかつ
軽量て浮揚性であり、SFf&的強度も確保てきるため
、浮揚地盤の築造、例えば石油掘削用人工島の築造、橋
脚基礎構築用人工島の築造、水面上の簡易仕切り壁の築
造などに好適に使用できる。The floating structure constructed in this way has excellent seawater resistance, is lightweight, buoyant, and has SFf& strength, so it can be used for construction of floating ground, for example, construction of artificial islands for oil drilling, artificial construction of bridge pier foundations, etc. It can be suitably used for constructing islands, simple partition walls above the water surface, etc.
こうした直接的に打設材料3水面上に撒き出して浮揚構
造物を構築することは、従来例のない新規なものである
。This construction of a floating structure by directly sprinkling the pouring material 3 onto the water surface is novel and unprecedented.
本発明により構築した浮揚構造物はそのまま可動構造物
として使用てきるほか、固定i遺物横築用の仮設$1!
!造物として広範に使用できるため、それにより従来困
難であった水上での作業を容易かつ迅速にすすめること
が可能となる。The floating structure constructed according to the present invention can be used as a movable structure as is, and can also be used as a temporary structure for horizontal construction of fixed artifacts for only $1!
! Since it can be widely used as a structure, it becomes possible to carry out work on water easily and quickly, which was previously difficult.
し発明の効果コ
上記のとおり本発明の水上打設構造物は、短時間で構築
でき、また大きな仮設装置を必要としないため、従来技
術に比し建設コストか低減でさる。Effects of the Invention As described above, the floating structure of the present invention can be constructed in a short time and does not require large temporary construction equipment, resulting in lower construction costs than the prior art.
また本発明の方法によれば、瞬結性軽量材料は軽量かつ
数秒ないし数十秒で瞬結するため、水上においてそのま
ま打設して、海洋、湖沼等に浮遊する地盤等の構造物を
容易に横築てきる。Furthermore, according to the method of the present invention, the instant-setting lightweight material is lightweight and instant-setting in several seconds to several tens of seconds, so it can be cast as is on water, making it easy to construct structures such as ground floating in the ocean, lakes, etc. I will build horizontally.
本発明により構築した浮揚構造物はそのまま可動tf4
造物として使用できるほか、固定構造物構築用の仮設楕
遺物として広範に使用できるため、それにより従来困難
であった水上での作業と容易かつ迅速にすすめることが
可能となる。The floating structure constructed according to the present invention is movable as it is TF4
In addition to being used as structures, it can also be used extensively as a temporary elliptical relic for the construction of fixed structures, making it possible to carry out work on water easily and quickly, which was previously difficult.
さらに、構築材料は、打設時に起泡・膨張させるため、
現場へ搬入すべき原材料は少量で済み、よって原材料の
搬送が容易かつ低コストなものとなる。Furthermore, since the construction material foams and expands during pouring,
Only a small amount of raw materials need to be delivered to the site, making transportation of raw materials easy and low cost.
さらに、本発明の構築方法の実施において必要なミキサ
ー、ポンプなとの機器は、通常の土木機械がそのまま使
用でき、特殊な機器を用意する必要がない。Further, as equipment such as a mixer and a pump necessary for carrying out the construction method of the present invention, ordinary civil engineering machinery can be used as is, and there is no need to prepare special equipment.
そして本発明に係る水上打設用軽量材料は打設と同時に
水面上に浮揚するため、従来困難であった水上での打設
作業か容易に実施できる。Since the lightweight material for pouring on water according to the present invention floats on the water surface at the same time as it is poured, it is possible to easily carry out pouring work on water, which has been difficult in the past.
第1図(A)ないし第7図(B)は、本発明の水上打設
構造物の各種打設例を示す。
1、作業船、2 送給ホース
3 浮揚構造物、4:フロート
5 アンカー16 鋼管矢板、7 水底地盤8 可動性
型枠、9 シート、9゛ 袋、10 網体、11.浮遊
粒状体FIG. 1(A) to FIG. 7(B) show various examples of pouring of the floating pouring structure of the present invention. 1. Work boat, 2. Feed hose 3. Floating structure, 4. Float 5. Anchor 16. Steel pipe sheet pile, 7. Submerged ground 8. Movable formwork, 9. Sheet, 9゛ bag, 10. Netting, 11. floating particulate matter
Claims (1)
材料を、水面上に撒き出して打設・形成されてなること
を特徴とする水上打設構造物。 (2)水上打設構造物が、底面及び/又は側面に不透水
性ないし半透水性のシート又は袋を貼着してなるもので
あることを特徴とする請求項1記載の水上打設構造物。 (3)水上打設構造物が、底部に又は内部に多数の浮遊
性の塊状体、粒状体、中空体、繊維体等の浮遊材料を配
してなるものであることを特徴とする請求項1又は2記
載の水上打設構造物。 (4)水上打設構造物が、ワイヤー、ロープ、網、軽量
筋材、繊維等の補強材を配設してなるものであることを
特徴とする請求項1ないし3のいずれかに記載の水上打
設構造物。(5)水上打設構造物が、水面又は水中に浮
揚されてなることを特徴とする請求項1ないし4のいず
れかに記載の水上打設構造物。 (6)水上打設構造物が、その底面が水底地盤に定着さ
れてなることを特徴とする請求項1ないし4のいずれか
に記載の水上打設構造物。 (7)ゲルタイムが数秒ないし数十秒である瞬結性軽量
材料を、水面上に撒き出して打設することを特徴とする
水上打設構造物の構築方法。 (8)水上打設構造物が、水面又は水中に浮揚されてな
るものであることを特徴とする請求項7記載の水上打設
構造物の構築方法。 (9)水上打設構造物が、その底面が水底地盤に定着さ
れてなるものであることを特徴とする請求項7記載の水
上打設構造物の構築方法。 (10)水面上の所要区域にオイルフェンスなどの連続
状の浮遊体を敷設して区切った後、該浮遊体によって区
切られた水面上に、ゲルタイムが数秒ないし数十秒であ
る瞬結性軽量材料を、直接撤き出して打設することを特
徴とする請求項8又は9に記載の水上打設構造物の構築
方法。 (11)水面上の所要区域をシートパイルや鋼管矢板な
どの仕切壁で区切った後、該区切られた水面上から、ゲ
ルタイムが数秒ないし数十秒である瞬結性軽量材料を、
直接撒き出して打設することを特徴とする請求項8ない
し10のいずれかに記載の水上打設構造物の構築方法。 (12)水面上の所要区域に、不透水性ないし半透水性
のシート又は袋を張り、その上部より、ゲルタイムが数
秒ないし数十秒である瞬結性軽量材料を撒き出して打設
することを特徴とする請求項10又は11記載の水上打
設構造物の構築方法。 (13)水面上の所要区域を浮遊体やシートパイル等の
仕切壁で区切った後、その区域内に多数の浮遊性の塊状
体、粒状体、中空体、繊維体等の浮遊材料を浮遊させ、
次いで、その上部からゲルタイムが数秒ないし数十秒で
ある瞬結性軽量材料を撒き出して打設することを特徴と
する請求項8又は9記載の水上打設構造物の構築方法。 (14)水上打設構造物を構築するに際して、多数の浮
遊性の塊状体、粒状体、中空体、繊維体等の浮遊材料を
配設し、瞬結性軽量材料を撒き出して打設することを特
徴とする請求項7ないし13のいずれかに記載の水上打
設構造物の構築方法。 (15)水上打設構造物を構築するに際して、ワイヤー
、ロープ、網、軽量筋材、繊維等の補強材を配設し、瞬
結性軽量材料を撒き出して打設することを特徴とする請
求項7ないし14のいずれかに記載の水上打設構造物の
構築方法。[Scope of Claims] (1) A poured structure on water, characterized in that it is formed by pouring and forming an instant-setting lightweight material having a gel time of several seconds to several tens of seconds on the water surface. (2) The floating pouring structure according to claim 1, wherein the floating pouring structure is formed by attaching a water-impermeable or semi-water-permeable sheet or bag to the bottom and/or side surfaces. thing. (3) A claim characterized in that the floating structure is formed by disposing a large number of floating materials such as floating lumps, granules, hollow bodies, and fibrous bodies on the bottom or inside the structure. 1 or 2. The above-water pouring structure. (4) The cast structure on water is constructed by disposing reinforcing materials such as wires, ropes, nets, lightweight reinforcing materials, and fibers. Cast structures on water. (5) The floating concrete structure according to any one of claims 1 to 4, wherein the floating concrete structure is floated on the surface of the water or in the water. (6) The floating concrete structure according to any one of claims 1 to 4, characterized in that the bottom surface of the floating concrete structure is fixed to the underwater ground. (7) A method for constructing a poured structure on water, characterized by pouring out and pouring an instant-setting lightweight material having a gel time of several seconds to several tens of seconds onto the water surface. (8) The method for constructing a cast structure on water according to claim 7, wherein the cast structure on water is floated on the water surface or in water. (9) The method for constructing a poured structure on water according to claim 7, characterized in that the bottom surface of the poured structure on water is fixed to the underwater ground. (10) After laying and dividing a continuous floating body such as an oil fence in the required area on the water surface, an instant-setting lightweight product with a gel time of several seconds to several tens of seconds is placed on the water surface divided by the floating body. 10. The method for constructing a poured structure on water according to claim 8 or 9, characterized in that the material is directly removed and poured. (11) After dividing the required area on the water surface with partition walls such as sheet piles and steel pipe sheet piles, from above the divided water surface, a quick-setting lightweight material with a gel time of several seconds to several tens of seconds is applied.
11. The method for constructing a poured structure on water according to any one of claims 8 to 10, characterized in that the concrete is poured directly. (12) Spreading an impermeable or semi-water permeable sheet or bag over the required area above the water surface, and pouring out and placing an instant-setting lightweight material with a gel time of several seconds to tens of seconds from above. 12. The method for constructing a poured structure on water according to claim 10 or 11. (13) After dividing the required area on the water surface with partition walls such as floating bodies or sheet piles, a large number of floating materials such as floating lumps, granules, hollow bodies, and fibrous bodies are suspended within the area. ,
10. The method for constructing a poured structure on water according to claim 8 or 9, characterized in that the instant setting lightweight material having a gel time of several seconds to several tens of seconds is then poured out from above and poured. (14) When constructing a pouring structure on water, a large number of floating materials such as floating lumps, granules, hollow bodies, and fibrous bodies are placed, and instant-setting lightweight materials are spread out and poured. 14. The method for constructing a poured structure on water according to any one of claims 7 to 13. (15) When constructing a pouring structure on water, reinforcing materials such as wires, ropes, nets, lightweight reinforcing materials, fibers, etc. are provided, and instant setting lightweight materials are spread out and poured. A method for constructing a poured structure on water according to any one of claims 7 to 14.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11545690A JP2847145B2 (en) | 1990-05-01 | 1990-05-01 | Water casting structure and construction method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11545690A JP2847145B2 (en) | 1990-05-01 | 1990-05-01 | Water casting structure and construction method thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0414512A true JPH0414512A (en) | 1992-01-20 |
JP2847145B2 JP2847145B2 (en) | 1999-01-13 |
Family
ID=14663004
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JP11545690A Expired - Fee Related JP2847145B2 (en) | 1990-05-01 | 1990-05-01 | Water casting structure and construction method thereof |
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Country | Link |
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JP (1) | JP2847145B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05112288A (en) * | 1991-10-21 | 1993-05-07 | Fujita Corp | Building method for floating structure |
-
1990
- 1990-05-01 JP JP11545690A patent/JP2847145B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH05112288A (en) * | 1991-10-21 | 1993-05-07 | Fujita Corp | Building method for floating structure |
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Publication number | Publication date |
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JP2847145B2 (en) | 1999-01-13 |
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