JPH02217345A - Placing of underwater concrete - Google Patents
Placing of underwater concreteInfo
- Publication number
- JPH02217345A JPH02217345A JP3828389A JP3828389A JPH02217345A JP H02217345 A JPH02217345 A JP H02217345A JP 3828389 A JP3828389 A JP 3828389A JP 3828389 A JP3828389 A JP 3828389A JP H02217345 A JPH02217345 A JP H02217345A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- water
- xanthan gum
- polysaccharide
- microorganism
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 28
- 239000000463 material Substances 0.000 claims abstract description 15
- 150000004676 glycans Chemical class 0.000 claims abstract description 10
- 229920001282 polysaccharide Polymers 0.000 claims abstract description 10
- 239000005017 polysaccharide Substances 0.000 claims abstract description 10
- 238000000034 method Methods 0.000 claims description 7
- 230000000813 microbial effect Effects 0.000 claims description 7
- 239000006185 dispersion Substances 0.000 abstract description 13
- 229920001285 xanthan gum Polymers 0.000 abstract description 11
- 239000000230 xanthan gum Substances 0.000 abstract description 11
- 229940082509 xanthan gum Drugs 0.000 abstract description 11
- 235000010493 xanthan gum Nutrition 0.000 abstract description 11
- 239000004568 cement Substances 0.000 abstract description 9
- 150000003839 salts Chemical class 0.000 abstract description 6
- 239000003112 inhibitor Substances 0.000 abstract description 5
- 239000000203 mixture Substances 0.000 abstract description 5
- 238000002156 mixing Methods 0.000 abstract description 4
- 239000004576 sand Substances 0.000 abstract description 4
- BHPQYMZQTOCNFJ-UHFFFAOYSA-N Calcium cation Chemical group [Ca+2] BHPQYMZQTOCNFJ-UHFFFAOYSA-N 0.000 abstract description 2
- WQZGKKKJIJFFOK-GASJEMHNSA-N Glucose Natural products OC[C@H]1OC(O)[C@H](O)[C@@H](O)[C@@H]1O WQZGKKKJIJFFOK-GASJEMHNSA-N 0.000 abstract description 2
- 125000000129 anionic group Chemical group 0.000 abstract description 2
- 229910001424 calcium ion Inorganic materials 0.000 abstract description 2
- 239000008103 glucose Substances 0.000 abstract description 2
- 229920005615 natural polymer Polymers 0.000 abstract description 2
- 239000002994 raw material Substances 0.000 abstract description 2
- 239000000126 substance Substances 0.000 abstract description 2
- 244000005700 microbiome Species 0.000 abstract 3
- 150000001720 carbohydrates Chemical class 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 230000000704 physical effect Effects 0.000 description 3
- 239000010419 fine particle Substances 0.000 description 2
- 239000008394 flocculating agent Substances 0.000 description 2
- 229920000178 Acrylic resin Polymers 0.000 description 1
- 239000004925 Acrylic resin Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 229920002678 cellulose Polymers 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- -1 glucose saccharide Chemical class 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/38—Polysaccharides or derivatives thereof
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、構造物の基礎等に使用される水中コンクリー
トの打設工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for placing underwater concrete used for the foundations of structures, etc.
(従来の技術)
水中にコンクリートを施工する場合、打込み中にある程
度施工区画内の水と混和してセメント分が流失すること
は避は難い、このため富配合のコンクリートとすること
が必要であり、かつ材料分離の少ない粘性に富んだコン
クリートを得るために細骨材率を比較的大にするととも
に、セメントの使用量を通常の2倍程とする。しかしセ
メント分や微粒子の分散を十分に抑制することが困難で
あって、コンクリート硬化体の強度や密度の低減は免れ
ないし、微粒子が水中に浮遊して水質汚濁を生じたり、
流失による材料の損失があるなどの問題があった。(Prior art) When constructing concrete underwater, it is inevitable that some of the cement will mix with the water in the construction area during pouring and be washed away. Therefore, it is necessary to use concrete with a rich mix. In order to obtain highly viscous concrete with little material separation, the proportion of fine aggregate is relatively high, and the amount of cement used is about twice the normal amount. However, it is difficult to sufficiently suppress the dispersion of cement and fine particles, which inevitably reduces the strength and density of hardened concrete, and also causes fine particles to float in water, causing water pollution.
There were problems such as material loss due to washing away.
そこで近時は、これらの問題を解決するために砂やセメ
ントなどのコンクリート材料に種々の増粘剤、凝集剤を
混和して用いる方法が提案されている。またコンクリー
ト成分の水中への分散を抑制できる分散抑制剤として、
アクリル系樹脂やセルロースエステル誘導体も市販され
ている。In order to solve these problems, methods have recently been proposed in which various thickeners and flocculants are mixed into concrete materials such as sand and cement. Also, as a dispersion inhibitor that can suppress the dispersion of concrete components into water.
Acrylic resins and cellulose ester derivatives are also commercially available.
(発明が解決しようとする課題)
しかしながら、これらの凝集剤などによるコンクリート
材料の分散抑制方法も、(1)分散防止剤として効果を
発揮する最適の混合水量に制限があること、(2)水中
に溶存する塩類やその水のP Hなどの影響によって分
散抑制効果が発揮できない場合があること、そして(3
)使用量が多く費用が嵩むことなどの問題がある。(Problems to be Solved by the Invention) However, methods for suppressing the dispersion of concrete materials using these flocculants etc. have the following problems: (1) there is a limit to the optimal amount of water to be mixed to be effective as a dispersion inhibitor; The dispersion suppressing effect may not be achieved due to the influence of salts dissolved in the water and the pH of the water, and (3)
) There are problems such as high usage and high costs.
本発明は、上記の問題に鑑みてなされたものであり、そ
の目的は混合水量、溶存塩類、PHなどの影響を受けな
いで、かつ強度等の満足するコンクリート硬化体を得る
水中コンクリートの打設工法を提供するものである。The present invention has been made in view of the above-mentioned problems, and its purpose is to cast underwater concrete to obtain a hardened concrete body with satisfactory strength, etc., without being affected by the amount of mixed water, dissolved salts, pH, etc. It provides a construction method.
(課題を達成するための手段及びその作用)発明者が、
上記課題を達成するために微生物多糖類について種々検
討したところ、その特異な物性により上記(1)〜(3
)の問題点を克服することができ、かつ微生物多糖類の
用途を開くことができな0本発明は、これらの知見に基
づくものであって、コンクリート材料を水中に投入する
直前に、該コンクリート材料に微生物多糖類を混和して
投入することを特徴とする水中コンクリートの打設工法
である。(Means for achieving the object and its effect) The inventor
In order to achieve the above objectives, various studies were conducted on microbial polysaccharides, and due to their unique physical properties, the above (1) to (3)
) The present invention is based on these findings, and the present invention is based on these findings, and it is possible to overcome the problems of microbial polysaccharides. This is an underwater concrete casting method characterized by mixing microbial polysaccharides with the material.
本発明において、水中にコンクリートを打込む工法は、
特に制限されるものではないが、コンクリートを水中に
投入する直前に微生物多糖類を混和する関係上、トレミ
ーを用いるコンクリート流下法などが好ましい。In the present invention, the method of pouring concrete into water is as follows:
Although not particularly limited, a concrete pouring method using a tremie is preferred since the microbial polysaccharide is mixed immediately before concrete is poured into water.
そして用いる微生物多糖類としては、グルコースの糖類
を原料として生産されるアニオン性天然高分子物質であ
るキサンタンガムなどが用いられる。このキサンタンガ
ムは水に可溶であって、それ自体水中での分散性が高く
、かつ低い濃度で高い粘性を示す、そして本発明のよう
にコンクリート材料成分の分散抑制剤として用いる際は
、PHの変化や塩類の添加による粘性の低下を示さない
、さらにキサンタンガムはセメント成分のカルシウムイ
オンや水(H2O)と結合して高い粘性を示す、従って
、混和量は比較的小量でよく、コンクリート1ポ当り0
.5〜2kgが適当である。As the microbial polysaccharide used, xanthan gum, which is an anionic natural polymer substance produced from glucose saccharide as a raw material, is used. This xanthan gum is soluble in water, has high dispersibility in water, and exhibits high viscosity at low concentrations. Xanthan gum does not show a decrease in viscosity due to changes or the addition of salts.Furthermore, xanthan gum exhibits high viscosity when combined with calcium ions and water (H2O), which are components of cement. Hit 0
.. 5 to 2 kg is appropriate.
つぎに本発明において、微生物多糖類であるキサンタン
ガムをコンクリート材料に混和する手段は、特に限定さ
れるものではないが、上述のとおり粘性や結合力が強い
ため混和後長時間放置することは好ましくなく、水中へ
投入する直前に混和することが必要である。従って、そ
の手段としては、適当な混和器によってコンクリート材
料にキサンタンガムを混和した後、直ちにトレミーのホ
ッパーに導いて水中へ投入する手段が望ましい。Next, in the present invention, the means for mixing xanthan gum, which is a microbial polysaccharide, into the concrete material is not particularly limited, but as mentioned above, it is not preferable to leave it for a long time after mixing due to its strong viscosity and binding force. , it is necessary to mix it immediately before putting it into the water. Therefore, it is desirable to mix the xanthan gum into the concrete material using a suitable mixer and then immediately introduce it into the hopper of the tremie and throw it into the water.
(実施例)
以下本発明と従来例の各実施例について説明する。従来
例については、砂、セメント並びに市販の分散抑制剤を
混和して混練りしたものを水中に打込み、本発明につい
ては砂とセメントを混練りしたものに分散抑制剤(キサ
ンタンガム)を混和した後、直ちに水中に打込んだ、そ
して水は海水と同等の塩類を含むものに調整した。(Example) Each example of the present invention and a conventional example will be described below. In the conventional example, a mixture of sand, cement, and a commercially available dispersion inhibitor is poured into water, and in the present invention, a dispersion inhibitor (xanthan gum) is mixed into the mixture of sand and cement. , immediately poured into water, and the water was adjusted to contain salts equivalent to seawater.
コンクリートを水中に打込んだ後、硬化体の物性を測定
したところ、第1表の結果を得た。After pouring the concrete into water, the physical properties of the hardened product were measured, and the results shown in Table 1 were obtained.
そして本発明の実施例による水中コンクリートの打込み
から硬化までの観察によると、コンクリート材料の分散
は殆んど抑制されていた。According to the observation of the underwater concrete according to the embodiment of the present invention from pouring to hardening, the dispersion of the concrete material was almost suppressed.
(発明の効果) 上述のことから、この発明はつぎの効果をもたらす。(Effect of the invention) From the above, this invention brings about the following effects.
(1)本発明に用いるキサンタンガムは、低い濃度で高
い粘性と結合力を発揮するので、混合水量に制限される
ことなく、コンクリート材料の分散抑制効果を得ること
ができる。(1) Since the xanthan gum used in the present invention exhibits high viscosity and binding strength at low concentrations, it is possible to obtain the effect of suppressing the dispersion of concrete materials without being limited by the amount of water mixed.
(2)水中に溶存する塩類やその水のP Hによって分
散抑制効果が影響を受けない。(2) The dispersion suppressing effect is not affected by salts dissolved in water or the pH of the water.
(3)硬化体は物性値の満足なものが得られる。(3) A cured product with satisfactory physical properties can be obtained.
(4)従来法に比べ、その剤の使用量が少量ですむので
工費が比較的安価である。(4) Compared to the conventional method, the amount of the agent used is small, so the construction cost is relatively low.
(5)水の流れのあるところでも使用できる。(5) Can be used even in places with flowing water.
従って、この発明の実用的価値は大なるものがある。Therefore, this invention has great practical value.
Claims (1)
ート材料に微生物多糖類を混和して投入することを特徴
とする水中コンクリートの打設工法。A method for placing concrete in water, which comprises adding a microbial polysaccharide to the concrete material immediately before the concrete material is placed in water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3828389A JPH02217345A (en) | 1989-02-20 | 1989-02-20 | Placing of underwater concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3828389A JPH02217345A (en) | 1989-02-20 | 1989-02-20 | Placing of underwater concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02217345A true JPH02217345A (en) | 1990-08-30 |
Family
ID=12520985
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3828389A Pending JPH02217345A (en) | 1989-02-20 | 1989-02-20 | Placing of underwater concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02217345A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113319996A (en) * | 2021-05-26 | 2021-08-31 | 付中 | Production method of cement composite board and production method of multilayer composite cement board |
-
1989
- 1989-02-20 JP JP3828389A patent/JPH02217345A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113319996A (en) * | 2021-05-26 | 2021-08-31 | 付中 | Production method of cement composite board and production method of multilayer composite cement board |
CN113319996B (en) * | 2021-05-26 | 2022-08-26 | 付中 | Production method of cement composite board and production method of multilayer composite cement board |
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