JPH0710653A - Water proof lightweight foam cured product - Google Patents
Water proof lightweight foam cured productInfo
- Publication number
- JPH0710653A JPH0710653A JP15090293A JP15090293A JPH0710653A JP H0710653 A JPH0710653 A JP H0710653A JP 15090293 A JP15090293 A JP 15090293A JP 15090293 A JP15090293 A JP 15090293A JP H0710653 A JPH0710653 A JP H0710653A
- Authority
- JP
- Japan
- Prior art keywords
- cured product
- water
- asphalt emulsion
- strength
- weight
- 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 34
- 239000006260 foam Substances 0.000 title abstract description 5
- 239000010426 asphalt Substances 0.000 claims abstract description 43
- 239000000839 emulsion Substances 0.000 claims abstract description 40
- 239000000463 material Substances 0.000 claims abstract description 35
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 22
- 239000004088 foaming agent Substances 0.000 claims abstract description 12
- 238000002156 mixing Methods 0.000 claims description 15
- 238000010276 construction Methods 0.000 claims description 5
- 239000003673 groundwater Substances 0.000 abstract description 4
- 239000004568 cement Substances 0.000 description 10
- 230000035699 permeability Effects 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 235000019353 potassium silicate Nutrition 0.000 description 7
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 7
- 239000004570 mortar (masonry) Substances 0.000 description 6
- 238000001035 drying Methods 0.000 description 5
- 125000000129 anionic group Chemical group 0.000 description 4
- 230000007774 longterm Effects 0.000 description 4
- 238000012360 testing method Methods 0.000 description 4
- 238000005336 cracking Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 238000005191 phase separation Methods 0.000 description 3
- UFWIBTONFRDIAS-UHFFFAOYSA-N Naphthalene Chemical compound C1=CC=CC2=CC=CC=C21 UFWIBTONFRDIAS-UHFFFAOYSA-N 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 2
- VSCWAEJMTAWNJL-UHFFFAOYSA-K aluminium trichloride Chemical compound Cl[Al](Cl)Cl VSCWAEJMTAWNJL-UHFFFAOYSA-K 0.000 description 2
- 125000002091 cationic group Chemical group 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000013329 compounding Methods 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000000704 physical effect Effects 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
- 150000003839 salts Chemical class 0.000 description 2
- 238000011041 water permeability test Methods 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
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 108010010803 Gelatin Proteins 0.000 description 1
- 229910004298 SiO 2 Inorganic materials 0.000 description 1
- 229920006328 Styrofoam Polymers 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 241000981595 Zoysia japonica Species 0.000 description 1
- 230000001464 adherent effect Effects 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-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
- 150000001450 anions Chemical class 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- QDHFHIQKOVNCNC-UHFFFAOYSA-N butane-1-sulfonic acid Chemical compound CCCCS(O)(=O)=O QDHFHIQKOVNCNC-UHFFFAOYSA-N 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 0.000 description 1
- 239000001110 calcium chloride Substances 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
- 238000005266 casting Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000007865 diluting Methods 0.000 description 1
- MOTZDAYCYVMXPC-UHFFFAOYSA-N dodecyl hydrogen sulfate Chemical compound CCCCCCCCCCCCOS(O)(=O)=O MOTZDAYCYVMXPC-UHFFFAOYSA-N 0.000 description 1
- 229940043264 dodecyl sulfate Drugs 0.000 description 1
- 239000003995 emulsifying agent Substances 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000000499 gel Substances 0.000 description 1
- 239000008273 gelatin Substances 0.000 description 1
- 229920000159 gelatin Polymers 0.000 description 1
- 235000019322 gelatine Nutrition 0.000 description 1
- 235000011852 gelatine desserts Nutrition 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 239000011147 inorganic material Substances 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 239000003960 organic solvent 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
- 239000004576 sand Substances 0.000 description 1
- 229930182490 saponin Natural products 0.000 description 1
- 150000007949 saponins Chemical class 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000000344 soap Substances 0.000 description 1
- 229910001388 sodium aluminate Inorganic materials 0.000 description 1
- -1 sodium fluorosilicate Chemical compound 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000007847 structural defect Effects 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- 239000000126 substance Substances 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
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/27—Water resistance, i.e. waterproof or water-repellent materials
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
(57)【要約】
【目的】 盛土や埋戻し等に用いられる材料としての軽
量性・強度を有し、乾燥によるひび割れが発生せず、か
つ地下水や雨水が浸透しない止水性軽量発泡硬化体を提
供することを目的としている。
【構成】 水硬性硬化剤と、起泡剤と、急結剤と、水
と、アスファルト乳剤とが混合され、硬化してなる。(57) [Abstract] [Purpose] A lightweight waterproof foam that has light weight and strength as a material used for embankment and backfilling, does not crack when dried, and does not penetrate groundwater or rainwater. It is intended to be provided. [Structure] A hydraulic hardening agent, a foaming agent, a quick-setting agent, water, and an asphalt emulsion are mixed and hardened.
Description
【0001】[0001]
【産業上の利用分野】本発明は、土木・建築工事におけ
る盛土の構築、埋戻し、充填等に用いられる材料として
好適な止水性軽量発泡硬化体に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a waterproof and light-weight foamed cured material suitable as a material used for construction, backfilling, filling, etc. of embankments in civil engineering and construction work.
【0002】[0002]
【従来の技術】従来、土木・建築工事における盛土や埋
戻し等に用いられる材料としては、土砂やソイルセメン
ト等が使用されてきた。しかし、これらの材料はその比
重が概して重いため、地盤のすべり破壊や大きな圧密沈
下等が生じる問題があった。これらの問題を解決するた
めの材料として、発泡スチロールや発泡モルタル等があ
るが、前者は有機溶剤に可溶性であることや耐火性の点
で問題があり、後者に至っては、盛土材などの地盤材料
としては強度が高すぎるといった欠点を有している。2. Description of the Related Art Conventionally, earth and sand, soil cement and the like have been used as materials used for embankment and backfilling in civil engineering and construction work. However, since the specific gravity of these materials is generally heavy, there has been a problem that slippage of the ground or large consolidation settlement occurs. As materials for solving these problems, there are styrofoam, mortar, etc., but the former has a problem in that it is soluble in organic solvents and fire resistance, and the latter is a ground material such as embankment material. However, it has a drawback that the strength is too high.
【0003】上記材料の問題点を解消する材料として上
記発泡モルタルの気泡の混入率を50%以上まで高め
て、強度を10kgf/cm2程度にまで抑さえた気泡
モルタルが実用に供されている。しかし、この材料にあ
っても、長期間にわたって地下水や雨水が浸透すると湿
潤密度が大きくなり、初期の軽量性が失われるといった
欠点がある。As a material for solving the problems of the above-mentioned materials, a foamed mortar in which the mixing ratio of bubbles in the foamed mortar is increased to 50% or more and the strength is suppressed to about 10 kgf / cm 2 is put to practical use. . However, even this material has a defect that the wet density increases when groundwater or rainwater penetrates for a long period of time, and the initial lightweight property is lost.
【0004】また、上記のように多量の気泡を含む材料
は、打設初期の発現強度が低く、また水密性も低いため
に、含有する水分が気中に散逸し、乾燥ひび割れが生
じ、上記雨水の侵入に加えて、強度低下を招くなど構造
上の欠点ともなっている。Further, the material containing a large amount of bubbles as described above has a low expression strength in the initial stage of casting and a low water-tightness, so that the water content is dissipated into the air and a dry crack is generated, In addition to the entry of rainwater, it is also a structural defect such as a decrease in strength.
【0005】そこで、適量の水ガラスを急結剤として添
加して初期強度を高め、打設後数時間で数kgf/cm
2程度の強度を発現させることができる気泡モルタルが
開発されている。Therefore, an appropriate amount of water glass is added as a quick-setting agent to increase the initial strength, and several kgf / cm is set within a few hours after placing.
Bubble mortar has been developed that can develop strength of about 2 .
【0006】[0006]
【発明が解決しようとする課題】しかしながら、上記水
ガラスを添加した気泡モルタルにあっても、初期の乾燥
に起因する乾燥ひび割れによる欠点は解消されていな
い。However, even in the above-mentioned foamed mortar containing water glass, the drawbacks due to dry cracks due to initial drying have not been eliminated.
【0007】本発明は、上記の課題に鑑みてなされたも
のであり、盛土や埋戻し等に用いられる材料としての軽
量性・強度を有し、乾燥によるひび割れが発生せず、か
つ地下水や雨水が浸透を抑さえる止水性軽量発泡硬化体
を提供することを目的としている。The present invention has been made in view of the above problems, has a light weight and strength as a material used for embankment, backfilling, etc., does not cause cracks due to drying, and is used for groundwater or rainwater. The object is to provide a waterproof, lightweight foamed cured product that suppresses permeation.
【0008】[0008]
【課題を解決するための手段】本発明の請求項1に係る
止水性軽量発泡硬化体は、水硬性硬化剤と、起泡剤と、
急結剤と、水と、アスファルト乳剤とを混合し、硬化し
てなることを特徴としている。A water-proof, light-weight, foam-cured product according to claim 1 of the present invention comprises a hydraulic curing agent, a foaming agent, and
It is characterized in that a quick-setting agent, water, and an asphalt emulsion are mixed and cured.
【0009】本発明の請求項2に係る止水性軽量発泡硬
化体は、前記アスファルト乳剤が当該止水性軽量発泡硬
化体の5〜20vol%であることを特徴としている。The water-proof, lightweight foam-cured product according to claim 2 of the present invention is characterized in that the asphalt emulsion is 5 to 20 vol% of the waterproof, lightweight foam-cured product.
【0010】以下、本発明を詳しく説明する。本発明の
止水性軽量発泡硬化体は、水硬性硬化材と水とを反応さ
せて硬化させるとともに、起泡剤により硬化体中に気泡
を導入させて軽量化を図り、急結剤によって硬化を促進
させて硬化初期から強度を付与し、さらにアスファルト
乳剤により有機被膜を硬化体表面に形成させて、該硬化
体からの水分の散逸および硬化体内部への透水性を抑さ
え、盛土材などとしての強度を具備し、かつ、長期使用
によっても湿潤密度の増大を抑さえることができる止水
性の軽量発泡硬化体である。The present invention will be described in detail below. The water-proof light-weight foamed cured product of the present invention is cured by reacting a hydraulic curable material with water to introduce air bubbles into the cured product by a foaming agent to reduce the weight, and is cured by a quick-setting agent. It accelerates and gives strength from the initial stage of curing, and further forms an organic film on the surface of the cured body with an asphalt emulsion to suppress the dissipation of water from the cured body and the water permeability to the inside of the cured body. It is a water-proof, light-weight, foamed and cured product that has the strength of 1. and is capable of suppressing an increase in wet density even after long-term use.
【0011】具体的には、実用上不透水とみなされる透
水性、すなわち透水係数が1×10-5cm/sec程度
以下の透水性を有し、かつ打設初期の発現強度が数kg
f/cm2程度の特性を有するようにした水硬性硬化体
である。Specifically, it has a water permeability which is considered to be impermeable in practice, that is, a water permeability of about 1 × 10 -5 cm / sec or less, and an expression strength at the initial stage of driving is several kg.
It is a hydraulically cured product having a characteristic of about f / cm 2 .
【0012】本発明の止水性軽量発泡硬化体に使用され
る水硬性硬化剤としては、セメント、石灰、スラグ等の
無機材料や、ウレタンプレポリマー、アクリルアミドな
どの有機材料を用いることができるが、瞬結性および長
期強度を確保する等の点から特にセメントが好ましい。As the hydraulic hardening agent used in the water-proof, lightweight foam-hardened material of the present invention, inorganic materials such as cement, lime and slag, and organic materials such as urethane prepolymer and acrylamide can be used. Cement is particularly preferable from the viewpoints of securing instant setting property and long-term strength.
【0013】上記のセメントとしては、一般にポルトラ
ンドセメントが使用されるが、その他の各種セメント、
例えば高炉セメント、フライアッシュセメントなどの混
合セメントや、アルミナセメントなどの特種セメントを
使用することもできる。Portland cement is generally used as the above-mentioned cement, but other various cements,
For example, mixed cement such as blast furnace cement and fly ash cement, or special type cement such as alumina cement can be used.
【0014】前記起泡剤としては、膠質ブチルスルフォ
ン酸ナフタレン、ゼラチン、カゼインなどの淡泊質の誘
導体、サポニン、樹脂石けん、硫酸ラウリルソーダー等
を使用することができる。なお、使用する材料により異
なるが、本発明においては、起泡剤の配合量は、水硬性
硬化剤100重量部に対して0.1〜8.0重量部程度
とされる。なお、この起泡剤による硬化体中の気泡の混
入率は、20〜80%程度である。As the foaming agent, there may be used naphthalene colloidal butyl sulfonate, gelatin, light-colored derivatives such as casein, saponin, resin soap, lauryl sulfate, and the like. In the present invention, the blending amount of the foaming agent is about 0.1 to 8.0 parts by weight with respect to 100 parts by weight of the hydraulic hardening agent, although it depends on the material used. The mixing ratio of air bubbles in the cured product by the foaming agent is about 20 to 80%.
【0015】急結剤としては、水ガラス、重クロム酸カ
リ、ケイフッ化ソーダー、アルミン酸ソーダー、塩化ア
ルミニウム、塩化カルシウム等が用いられるが、瞬結性
に優れ、強度発現性が良好で、かつ取扱いの安全性など
の点から特に水ガラス(JIS3号品(Si02含量2
8〜30%))が好適である。なお、使用する材料によ
り異なるが、本発明の止水性軽量発泡硬化体における急
結剤の配合量は、水硬性硬化剤100重量部に対して1
0〜100重量部程度とされる。また、本発明の水硬性
軽量発泡硬化体における水の混合量は水硬性硬化剤10
0重量部に対して100〜300重量部程度とされる。As the quick-setting agent, water glass, potassium dichromate, sodium fluorosilicate, sodium aluminate, aluminum chloride, calcium chloride and the like are used, but they are excellent in instant setting property, good strength development property, and From the viewpoint of handling safety, water glass (JIS No. 3 product (SiO 2 content 2
8-30%)) is preferred. It should be noted that, depending on the material used, the compounding amount of the quick-setting admixture in the waterproof waterproof lightweight foamed material of the present invention is 1 with respect to 100 parts by weight of the hydraulic hardening agent.
The amount is about 0 to 100 parts by weight. Further, the mixing amount of water in the hydraulic lightweight foam-cured product of the present invention is determined by the hydraulic curing agent 10.
The amount is about 100 to 300 parts by weight with respect to 0 parts by weight.
【0016】アスファルト乳剤としては、カチオン系、
ノニオン系、アニオン系のアスファルト乳剤が用いられ
る。カチオン系のアスファルト乳剤は、アルカリや塩類
の存在によって容易に水を放出しながら相分離し、有機
止水層を形成する。一方、アニオン系、ノニオン系のア
スファルト乳剤は、塩類が存在しても安定性が高く、徐
々に水を放出しながら相分離し、有機止水層を形成す
る。このため、本発明の混合用としては、相分離が緩や
かに起こり、硬化体表面に密着性の高い有機被膜を形成
するアニオン系およびノニオン系の乳剤が適している。
そして、硬化体表面に密着性のより高い有機被膜を形成
する点から、特にアニオン系のアスファルト乳剤が本発
明に添加混合するアスファルト乳剤として好適である。
なお、使用する材料により異なるが本発明の止水性軽量
発泡硬化体におけるアスファルト乳剤の配合量は、水硬
性硬化剤100重量部に対して、30〜200重量部程
度とされる。As the asphalt emulsion, cationic type,
A nonionic or anionic asphalt emulsion is used. Cationic asphalt emulsions easily separate water due to the presence of alkalis and salts and undergo phase separation to form an organic water blocking layer. On the other hand, the anionic and nonionic asphalt emulsions have high stability even in the presence of salts, and gradually separate water to cause phase separation to form an organic water stop layer. Therefore, for mixing in the present invention, anionic and nonionic emulsions suitable for forming a highly adherent organic film on the surface of a cured product, in which phase separation occurs gently, are suitable.
From the viewpoint of forming an organic film having higher adhesion on the surface of the cured product, an anionic asphalt emulsion is particularly suitable as the asphalt emulsion to be added and mixed in the present invention.
The amount of the asphalt emulsion in the waterproof lightweight foamed cured product of the present invention is about 30 to 200 parts by weight with respect to 100 parts by weight of the hydraulic curing agent, although it varies depending on the material used.
【0017】また、硬化体中におけるアスファルト乳剤
の含有率としては硬化体中の5〜20vol%とするの
が好ましい。なぜなら、5vol%未満では、多くの場
合、硬化体の透水係数が実用上不透水とみなされる1×
10-5cm/secを越えてしまうからである。また、
20vol%を越えると硬化体の物性がアスファルトに
近づき、変形係数が大きくなる上、クリープ変形も大き
くなるためである。The content of the asphalt emulsion in the cured product is preferably 5 to 20% by volume in the cured product. Because, if it is less than 5 vol%, in many cases, the water permeability of the cured product is considered to be impervious to practical use.
This is because it exceeds 10 −5 cm / sec. Also,
This is because if it exceeds 20 vol%, the physical properties of the cured product will approach asphalt, the deformation coefficient will increase, and the creep deformation will also increase.
【0018】次に、本発明の止水性軽量発泡硬化体の製
造方法について説明する。上記構成材料の混合方法に
は、 (イ)水硬性硬化剤と水と起泡剤とを混合し、この混合
物に急結剤を添加混合し、硬化が始まる前に最後にアス
ファルト乳剤を添加混合する。 (ロ)水硬性硬化剤と水と起泡剤とを混合し、この混合
物にアスファルト乳剤を添加混合し、最後に急結剤を添
加混合する。 (ハ)水硬性硬化剤と水と起泡剤とアスファルト乳剤と
を混合し、最後に急結剤を添加混合する。 (ニ)水硬性硬化剤と水と起泡剤とを混合し、アスファ
ルト乳剤と急結剤とを混合し、これら二つの混合物を混
合する。の4つの方法がある。Next, a method for producing the waterproof, light-weight foamed cured product of the present invention will be described. The mixing method of the above-mentioned constituent materials includes (a) mixing a hydraulic hardening agent, water and a foaming agent, adding and mixing a quick-setting agent to this mixture, and finally adding and mixing an asphalt emulsion before curing begins. To do. (B) A hydraulic hardening agent, water and a foaming agent are mixed, an asphalt emulsion is added and mixed to this mixture, and finally a quick-setting agent is added and mixed. (C) A hydraulic hardening agent, water, a foaming agent, and an asphalt emulsion are mixed, and finally a quick-setting agent is added and mixed. (D) A hydraulic hardening agent, water and a foaming agent are mixed, an asphalt emulsion and an accelerator are mixed, and a mixture of these two is mixed. There are four methods.
【0019】アスファルト乳剤を使用する場合、アスフ
ァルトが機材に付着するため、清掃が必須となる。この
清掃作業を軽減するため、極端な初期強度発現が必要で
ない場合には、(イ)の方法が製造プラントの整備の点
で有利である。一方、硬化体作製時に瞬結性ないしはそ
れに近い性状が必要な場合には、(イ)の方法では均一
にアスファアルト乳剤を混合できないので、急結剤を後
添加する(ロ)〜(ニ)の方法が好適となる。When an asphalt emulsion is used, the asphalt adheres to the equipment, so cleaning is essential. In order to reduce this cleaning work, the method of (a) is advantageous in terms of maintenance of the manufacturing plant when extreme initial strength development is not required. On the other hand, if a quick-setting property or a property close to it is required at the time of producing a cured product, the asphalt emulsion cannot be uniformly mixed by the method of (a), so a quick-setting agent is added later (b) to (d). This method is suitable.
【0020】[0020]
【作用】前記請求項1または請求項2の発明によれば、
アスファルト乳剤が相分離して、硬化体表面に有機被膜
が形成され、該硬化体からの水分の散逸が抑さえられる
とともに、乾燥によるひび割れが防止される。また、硬
化体内への水の浸透が抑さえられる。According to the invention of claim 1 or 2,
The asphalt emulsion is phase-separated, an organic film is formed on the surface of the cured product, the dissipation of water from the cured product is suppressed, and cracking due to drying is prevented. In addition, the permeation of water into the cured body is suppressed.
【0021】[0021]
【実施例】以下、実施例により、本発明を具体的に説明
する。表1に本発明の止水性軽量発泡硬化体の作製に供
した材料およびその配合量を示した。EXAMPLES The present invention will be specifically described below with reference to examples. Table 1 shows the materials used for the production of the waterproof, light-weight foamed cured product of the present invention and the compounding amounts thereof.
【表1】 表1に示した材料を上記混合方法(イ)により混合し、
止水性軽量発泡硬化体を作製した。すなわち、普通ポル
トランドセメント250kg/m3、起泡剤0.6kg/
m3、水300kg/m3、水ガラス120kg/m3からな
るゲルタイム14秒程度の材料に、アニオン系アスファ
ルト乳剤を内割体積で、2.5〜20%添加混合した。
なお、材料の水ガラスは、混合に際して予め水で希釈
( 水ガラス/水=2)して混合が容易に行われるよう
に調製した。また、気泡の混入率は、53%とした。そ
して、これらアスファルト乳剤の含有率を変化させた止
水性軽量発泡硬化体について、その透水試験並びに強度
試験を行った。[Table 1] The materials shown in Table 1 were mixed by the above mixing method (a),
A waterproof, light-weight foam cured product was prepared. That is, ordinary Portland cement 250 kg / m 3 , foaming agent 0.6 kg /
Anion-based asphalt emulsion was added and mixed in an amount of 2.5 to 20% in an internally divided volume to a material composed of m 3 , water 300 kg / m 3 and water glass 120 kg / m 3 and having a gel time of about 14 seconds.
In addition, water glass as a material was prepared by diluting with water (water glass / water = 2) in advance during mixing so that mixing could be easily performed. Further, the mixing rate of bubbles was set to 53%. Then, the water permeation test and the strength test were carried out on the water-proof lightweight foamed cured products in which the content ratio of these asphalt emulsions was changed.
【0022】図1は、アスファルト乳剤の含有率(気泡
モルタルに対する内割体積比)を変化させて止水性軽量
発泡硬化体を得、これらの硬化体の材令34日における
透水試験(JIS A1218に準じる。)の結果を示
したものである。図1に示したように、透水係数(対数
表示)は、アスファルト乳剤の含有率が高くなるにつれ
て直線的に減少することが確認された(透水係数の低下
率は、含有率2%で36%、含有率5%で47%、含有
率10%で87%、含有率20%で97%であった)。
材料の透水係数は添加前の材料の透水係数によって大き
く影響を受ける多種の材料に対して不透水材を得るため
には安全を見て、アスファルト乳剤の含有率を5%以上
として混合しなければならないことが判明した。FIG. 1 shows water-proof light-weight foamed cured products obtained by changing the content of asphalt emulsion (internal volume ratio to foam mortar), and the water permeability test of these cured products on the 34th day (JIS A1218). The results are shown below. As shown in FIG. 1, it was confirmed that the hydraulic conductivity (logarithmic representation) decreased linearly as the content of the asphalt emulsion increased (the decrease in the hydraulic conductivity was 36% at a content of 2%). The content of 5% was 47%, the content of 10% was 87%, and the content of 20% was 97%).
The permeability coefficient of the material is greatly affected by the permeability coefficient of the material before the addition. It is necessary to mix the content of the asphalt emulsion at 5% or more in view of safety in order to obtain a water impermeable material for various materials. It turned out not to be.
【0023】図2は、本発明の止水性軽量発泡硬化体を
アスファルト乳剤の含有率を変化させて得、材令3、
7、34日における一軸圧縮強さ試験(JIS A12
16に準じる。)の結果を示したものである。図2に示
したように、各材令ともアスファルト乳剤の含有率が高
くなるにつれて、その一軸圧縮強さは低くなることが確
認された。材令3日における強度は、アスファルト乳剤
の含有率が20vol%の場合においても約6kgf/
cm2であり、盛土の初期強度として十分な強度発現が
確認された。また、アスファルト乳剤の含有率が20v
ol%の止水性軽量発泡硬化体の強度の経時変化につい
ても、材令とともに増加し、材令34日では、約8kg
f/cm2で盛土等に用いる材料として十分な強度が得
られることが確認された。しかし、アスファルト乳剤の
添加を20vol%以上とした場合には、アスファルト
の物性が卓越し、クリープ変形等が大きくなるため、盛
土材としての利用は難しくなる。したがって、盛土材等
に用いる材料としては、アスファルト乳化剤の含有量
を、20vol%以下として混合しなければならないこ
とが判明した。FIG. 2 shows the waterproof light-weight foamed cured product of the present invention obtained by changing the content of asphalt emulsion.
Uniaxial compressive strength test on 7th and 34th days (JIS A12
According to 16. ) Shows the result of. As shown in FIG. 2, it was confirmed that the uniaxial compressive strength decreased as the content of the asphalt emulsion increased in each material. The strength at the age of 3 days is about 6 kgf / even when the content rate of the asphalt emulsion is 20 vol%.
It was cm 2 , and it was confirmed that sufficient strength was expressed as the initial strength of the embankment. Also, the content of asphalt emulsion is 20v
The change over time in the strength of the ol% water-proof light-weight foamed cured product also increased with age, and at 34 days of age it was approximately 8 kg.
It was confirmed that at f / cm 2 , sufficient strength was obtained as a material used for embankments and the like. However, when the addition amount of the asphalt emulsion is 20 vol% or more, the physical properties of the asphalt are excellent and the creep deformation and the like become large, so that it becomes difficult to use as an embankment material. Therefore, it was found that as the material used for the embankment material and the like, the content of the asphalt emulsifier must be 20 vol% or less and mixed.
【0024】以上説明したように、本発明の止水性軽量
発泡硬化体によれば、表1に示した材料を上記(イ)の
混合方法により混合し、セメントに由来するアルカリの
作用によりアスファルト乳剤を相分離させて、硬化体中
に有機被膜を形成させ、硬化体からの水分の散逸を抑さ
え、乾燥による硬化体のひび割れを防止したので、アス
ファルト乳剤の含有率が20vol%の場合においても
材令3日強度で約6kgf/cm2と、盛土の初期強度
として十分な強度発現が得られることが確認された。ま
た、上記有機被膜により硬化体内部への水の浸透を抑さ
えるようにしたので、アスファルト乳剤の含有率が5v
ol%以上であれば、透水係数が実用上不透水とみなさ
れる1×10-5cm/sec以下に抑さえることがで
き、長期使用による湿潤密度の増大を抑さえることがで
きる。As described above, according to the water-proof, lightweight foam cured product of the present invention, the materials shown in Table 1 are mixed by the mixing method (a) above, and the asphalt emulsion is produced by the action of the alkali derived from cement. Phase-separated to form an organic film in the cured product, suppressing the dissipation of water from the cured product, and preventing the cured product from cracking due to drying, so even when the content of the asphalt emulsion is 20 vol%. It was confirmed that a strength of 3 days was about 6 kgf / cm 2, which was sufficient as the initial strength of the embankment. Further, since the above organic coating is used to suppress the penetration of water into the hardened body, the content of the asphalt emulsion is 5v.
When it is ol% or more, the water permeability can be suppressed to 1 × 10 −5 cm / sec or less, which is considered to be impermeable in practice, and the increase in wet density due to long-term use can be suppressed.
【0025】[0025]
【発明の効果】本発明に係る止水性軽量発泡硬化体によ
れば、以下の効果を奏することができる。請求項1記載
の止水性軽量発泡硬化体によれば、硬化体表面に有機被
膜を形成し、該硬化体からの水分の散逸を抑さえるとと
もに、乾燥によるひび割れを防止し、かつ硬化体内部へ
の水の浸透を抑さえるようにしたので、ひび割れによる
強度低下を抑さえるとともに、地下水あるいは雨水等の
侵入による湿潤密度の増大を抑さえることができる。EFFECTS OF THE INVENTION The water-proof, lightweight foam-cured product according to the present invention has the following effects. According to the water-proof, lightweight foamed cured product of claim 1, an organic coating is formed on the surface of the cured product to suppress the dissipation of water from the cured product, prevent cracking due to drying, and enter the inside of the cured product. Since the permeation of water is suppressed, it is possible to suppress the decrease in strength due to cracks and the increase in wet density due to the intrusion of groundwater or rainwater.
【0026】請求項2記載の止水性軽量発泡硬化体によ
れば、アスファルト乳剤を硬化体中の5〜20vol%
となるように混合したので、アスファルト乳剤の含有率
が20vol%の場合においても材令3日強度で約6k
gf/cm2と、盛土の初期強度として十分な強度発現
を得ることができる。また、上記有機被膜により硬化体
内部への水の浸透を抑さえるようにしたので、アスファ
ルト乳剤の含有率が5vol%以上であれば、透水係数
が実用上不透水とみなされる1×10-5cm/sec以
下に抑さえることができ、長期使用による湿潤密度の増
大を抑さえることができる。According to the water-proof, lightweight foamed cured product of claim 2, the asphalt emulsion is contained in an amount of 5 to 20 vol% in the cured product.
Since it was mixed so that even when the content of the asphalt emulsion is 20 vol%, the strength is about 6k at 3 days strength.
gf / cm 2 and sufficient strength expression as the initial strength of the embankment can be obtained. Further, since the penetration of water into the inside of the cured product is suppressed by the above organic film, if the content of the asphalt emulsion is 5 vol% or more, the water permeability is considered to be practically impermeable to 1 × 10 −5. It can be suppressed to cm / sec or less, and an increase in wet density due to long-term use can be suppressed.
【図1】アスファルト乳剤の含有率を変化させて硬化さ
せた本発明の止水性軽量発泡硬化体の透水試験結果を示
す図である。FIG. 1 is a view showing the results of a water permeability test of a water-proof, light-weight foamed cured product of the present invention, which is cured by changing the content of an asphalt emulsion.
【図2】アスファルト乳剤の含有率を変化させて硬化さ
せた本発明の止水性軽量発泡硬化体の材令3、7、34
日における一軸圧縮強さ試験の結果を示す図である。FIG. 2 Ages 3, 7, 34 of the water-proof, lightweight foam-cured product of the present invention in which the content of the asphalt emulsion is changed and cured.
It is a figure which shows the result of the uniaxial compressive strength test in day.
なし None
───────────────────────────────────────────────────── フロントページの続き (72)発明者 池田 省吾 栃木県下都賀郡国分寺町柴272番地 日瀝 化学工業株式会社内 (72)発明者 堀内 澄夫 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 内山 伸 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 小田原 卓郎 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Shogo Ikeda 272 Shiba, Kokubunji-cho, Shimotsuga-gun, Tochigi Nisso Chemical Industry Co., Ltd. (72) Sumio Horiuchi 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction (72) Inventor Shin Uchiyama 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Takuro Odawara 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd.
Claims (2)
戻し等に用いられる止水性軽量発泡硬化体であって、水
硬性硬化剤と、起泡剤と、急結剤と、水と、アスファル
ト乳剤とが混合され、硬化してなる止水性軽量発泡硬化
体。1. A waterproof, light-weight, foam-hardening material used for embankment or backfilling in civil engineering / construction work, comprising a hydraulic hardening agent, a foaming agent, a quick-setting agent, water, and an asphalt emulsion. A waterproof, light-weight, foamed and cured product obtained by mixing and curing.
において、前記アスファルト乳剤が、当該止水性軽量発
泡硬化体の5〜20vol%であることを特徴とする止
水性軽量発泡硬化体。2. The waterproof lightweight foamed cured product according to claim 1, wherein the asphalt emulsion is 5 to 20 vol% of the waterproof lightweight foamed cured product.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15090293A JP3451110B2 (en) | 1993-06-22 | 1993-06-22 | Waterproof lightweight foamed cured product |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15090293A JP3451110B2 (en) | 1993-06-22 | 1993-06-22 | Waterproof lightweight foamed cured product |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0710653A true JPH0710653A (en) | 1995-01-13 |
JP3451110B2 JP3451110B2 (en) | 2003-09-29 |
Family
ID=15506888
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JP15090293A Expired - Fee Related JP3451110B2 (en) | 1993-06-22 | 1993-06-22 | Waterproof lightweight foamed cured product |
Country Status (1)
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JP (1) | JP3451110B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8124183B2 (en) | 2006-08-11 | 2012-02-28 | Tremco Incorporated | Fast drying emulsion systems |
CN108947400A (en) * | 2018-08-13 | 2018-12-07 | 上海茜梓建材科技有限公司 | A kind of floor heating, sedimentation compartment, ground, roofing light-weight water-proof fill alignment material |
-
1993
- 1993-06-22 JP JP15090293A patent/JP3451110B2/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8124183B2 (en) | 2006-08-11 | 2012-02-28 | Tremco Incorporated | Fast drying emulsion systems |
US8940830B2 (en) | 2006-08-11 | 2015-01-27 | Tremco Incorporated | Fast drying emulsion systems |
CN108947400A (en) * | 2018-08-13 | 2018-12-07 | 上海茜梓建材科技有限公司 | A kind of floor heating, sedimentation compartment, ground, roofing light-weight water-proof fill alignment material |
Also Published As
Publication number | Publication date |
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JP3451110B2 (en) | 2003-09-29 |
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