JP2005187293A - Low heat-generating inner-filling material - Google Patents

Low heat-generating inner-filling material Download PDF

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JP2005187293A
JP2005187293A JP2003433716A JP2003433716A JP2005187293A JP 2005187293 A JP2005187293 A JP 2005187293A JP 2003433716 A JP2003433716 A JP 2003433716A JP 2003433716 A JP2003433716 A JP 2003433716A JP 2005187293 A JP2005187293 A JP 2005187293A
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cement
weight
intermediate material
cable
low exothermic
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JP4535724B2 (en
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Manabu Nakada
学 中田
Wataru Yuki
渡 結城
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Taiheiyo Materials Corp
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Taiheiyo Materials Corp
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00439Physico-chemical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/00448Low heat cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00663Uses not provided for elsewhere in C04B2111/00 as filling material for cavities or the like
    • C04B2111/00706Uses not provided for elsewhere in C04B2111/00 as filling material for cavities or the like around pipelines or the like

Abstract

<P>PROBLEM TO BE SOLVED: To provide a low heat-generating inner-filling material which is excellent in strength development properties in the initial stage and is used for installing a cable; and to provide a low heat-generating inner-filling material which is excellent in strength development properties in the initial stage, generates a small amount of heat at the time of hardening, and is used for installing a cable. <P>SOLUTION: The low heat-generating inner-filling material is expressed by either of the following (1) and (2): (1) a low heat-generating inner-filling material containing a hardening accelerator, cement, a setting retarder, water, and 100-400 pts.wt. fine aggregate based on 100 pts.wt. the sum of the hardening accelerator and cement and (2) a low heat-generating inner-filling material belonging to (1) and containing the hardening accelerator in a content of 15-85 pts.wt. based on 100 pts.wt. cement. Preferably, the content of the setting retarder is 0.05-5 pts.wt. based on 100 pts.wt. the sum of the hardening accelerator and cement. Preferably, the content of water is 30-75 pts.wt. based on 100 pts.wt. the sum of the hardening accelerator and cement. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、主に通信ケーブルや電力ケーブル等のケーブルの据え付けに用いる低発熱性中込材に関し、特に、初期の強度発現性に優れ且つ硬化時の発熱量の小さいケーブル据え付け用の低発熱性中込材に関する。   The present invention relates to a low exothermic intermediate material mainly used for installation of cables such as communication cables and power cables, and in particular, a low exothermic intermediate material for installation of cables having excellent initial strength development and a small calorific value during curing. Regarding materials.

近年、高度情報化に伴い、光ファイバーケーブルや各種電気通信用ケーブル等の通信用ケーブルを据え付けることが行われている。これらの通信用ケーブルや電力ケーブル等のケーブルを据え付ける場合、内管と外管とからなる二重管の内管内にケーブルを通し、この内管と外管との間に中込材を充填・硬化させることが行われている。また、一重の管内にケーブルを通し、この管内に中込材を充填・硬化させることでケーブルを据え付けることもある。ケーブル据え付け用管又はケーブルに塩化ビニル樹脂等の熱に弱い材料が使用されることがある。この場合、中込材が硬化するときに発生する熱により中込材の温度が高温となり、管やケーブルが熱により変形或いは変質する虞がある。このため、中込材として硬化時の発熱量の小さい低発熱性中込材も提案されている(例えば、特許文献1及び特許文献2)。   In recent years, with the advancement of information technology, communication cables such as optical fiber cables and various telecommunication cables have been installed. When installing cables such as communication cables and power cables, pass the cable through the inner pipe of the double pipe consisting of the inner pipe and the outer pipe, and fill and harden the filling material between the inner pipe and the outer pipe. Has been done. Also, the cable may be installed by passing the cable through a single pipe and filling and curing the filling material in the pipe. A heat-sensitive material such as vinyl chloride resin may be used for the cable installation pipe or cable. In this case, there is a possibility that the temperature of the insert material becomes high due to the heat generated when the insert material is cured, and the tube and the cable are deformed or deteriorated by the heat. For this reason, the low exothermic intermediate | middle material with the small emitted-heat amount at the time of hardening is also proposed as an intermediate material (for example, patent document 1 and patent document 2).

しかし、これらの低発熱性中込材は、硬化時の発熱量は小さいが、硬化に長時間を要し、更に初期における強度発現性が悪い。このため、ケーブルの据え付け工事に長時間を要する。都市部の道路に埋設してケーブルを据え付ける場合、長時間道路を閉鎖しなければならないため、交通渋滞を長時間起してしまうという問題があった。
特開平11−27841号公報 特開2000−281421号公報
However, these low exothermic intermediate materials have a small calorific value at the time of curing, but require a long time for curing, and have poor initial strength development. For this reason, it takes a long time to install the cable. When a cable is installed in an urban road, the road has to be closed for a long time, which causes a problem of causing traffic congestion for a long time.
JP-A-11-27841 JP 2000-281421 A

本発明は、前記実情に鑑みてなされたもので、初期の強度発現性に優れ且つ硬化時の発熱量の小さいケーブル据え付け用の低発熱性中込材を提供することを目的とする。   The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a low exothermic intermediate material for cable installation that is excellent in initial strength development and has a small calorific value during curing.

即ち、本発明は、以下の(1)及び(2)で表す低発熱性中込材である。
(1)急硬材、セメント、凝結遅延剤、水、及び急硬材とセメントの合計100重量部に対して100〜400重量部の細骨材を含有する低発熱性中込材。(2)急硬材の含有量が、セメント100重量部に対して15〜85重量部である前記(1)の低発熱性中込材。
That is, the present invention is a low exothermic intermediate material represented by the following (1) and (2).
(1) A low exothermic intermediate material containing 100 to 400 parts by weight of fine aggregate with respect to 100 parts by weight of a rapid hardening material, cement, a setting retarder, water, and a total of 100 parts by weight of the rapid hardening material and cement. (2) The low exothermic intermediate material according to (1), wherein the content of the rapid hardening material is 15 to 85 parts by weight with respect to 100 parts by weight of cement.

本発明によれば、初期の強度発現性に優れ且つ硬化時の発熱量の小さいケーブル据え付け用の低発熱性中込材が得られる。本発明によれば、注水から3時間後の圧縮強度が7.0N/mm以上且つ硬化時の温度上昇量が40℃未満のケーブル据え付け用の低発熱性中込材が得られる。本発明の低発熱性中込材は、初期における強度発現が優れているので、ケーブルの据え付けが短時間で行える。また、本発明の低発熱性中込材は、硬化時の発熱量が小さいので、ケーブル又は/及び管路が硬化時の発熱により変形又は変質する虞が少ない。 According to the present invention, it is possible to obtain a low exothermic intermediate material for cable installation that is excellent in initial strength development and has a small calorific value during curing. According to the present invention, it is possible to obtain a low exothermic intermediate material for cable installation having a compressive strength of 7.0 N / mm 2 or more after 3 hours from water pouring and a temperature increase during curing of less than 40 ° C. Since the low exothermic intermediate material of the present invention is excellent in the initial strength development, the cable can be installed in a short time. In addition, since the low exothermic intermediate material of the present invention generates a small amount of heat during curing, the cable or / and the pipe line are less likely to be deformed or altered by the heat generated during curing.

本発明の低発熱性中込材は、急硬材、セメント、凝結遅延剤、水、及び急硬材とセメントの合計100重量部に対して100〜400重量部の細骨材を含有することを特徴とする。   The low exothermic intermediate material of the present invention contains rapid hardwood, cement, setting retarder, water, and 100 to 400 parts by weight of fine aggregate with respect to 100 parts by weight of the total of the quickhard and cement. Features.

本発明の低発熱性中込材で使用する急硬材としては、炭酸ナトリウム、塩化カルシウム、水ガラス、硝酸塩、亜硝酸塩、仮焼明礬を含む明礬、酸化アルミニウム、水酸化アルミニウム等の凝結促進剤、又はカルシウムアルミネート類等が挙げられる。なお、ここでカルシウムアルミネート類とは、CaOをC、AlをA、NaOをN、及びFeをFとして表したとき、CA、CA、C12、C、CA、C、又はCA等と表示される鉱物組成を有するカルシウムアルミネート、CAF及びCAF等と表示されるカルシウムアルミノフェライト、カルシウムアルミネートにハロゲンが固溶又は置換したC・CaFやC11・CaF等と表示されるカルシウムフロロアルミネートを含むカルシウムハロアルミネート、CNAやC等と表示されるカルシウムナトリウムアルミネート、カルシウムリチウムアルミネート、アルミナセメント、太平洋セメント社製「ジェットセメント」(商品名)や住友大阪セメント社製「ジェットセメント」(商品名)等の超速硬セメント、並びにC・CaSO等と表示されるカルシウムサルホアルミネートを総称するものである。このカルシウムアルミネート類は、結晶質のもの、非結晶質のもの及び非晶質と結晶質が混在したもののいずれも使用可能であり、前記カルシウムアルミネート類のうち一種又は二種以上を使用することが可能である。本発明で使用する急硬材としては、カルシウムアルミネート類が好ましく、アルミナセメントがより好ましい。 As a rapid hardening material used in the low exothermic intermediate material of the present invention, sodium carbonate, calcium chloride, water glass, nitrate, nitrite, alum including calcined alum, a setting accelerator such as aluminum oxide, aluminum hydroxide, Or calcium aluminate etc. are mentioned. Here, calcium aluminates are C 3 A, C 2 A, C 12 when CaO is expressed as C, Al 2 O 3 as A, Na 2 O as N, and Fe 2 O 3 as F. Calcium aluminate having a mineral composition expressed as A 7 , C 5 A 3 , CA, C 3 A 5 , CA 2 or the like, calcium aluminoferrite or calcium aluminate expressed as C 2 AF or C 4 AF or the like Calcium haloaluminates containing calcium fluoroaluminate, such as C 3 A 3 · CaF 2 or C 11 A 7 · Caf 2 in which halogen is dissolved or substituted, C 8 NA 3 and C 3 N 2 A 5 Calcium Sodium Aluminate, Calcium Lithium Aluminate, Alumina Cement, “Pacific Cement” (trade name) And manufactured by Sumitomo Osaka Cement Co., Ltd. "jet cement" ultra-fast hard cement (trade name), etc., as well as a generic term for calcium sulfoaluminate that appears when C 3 A 3 · CaSO 4 and the like. As the calcium aluminate, any of crystalline, non-crystalline, and mixed amorphous and crystalline materials can be used, and one or more of the calcium aluminates are used. It is possible. As the hardened material used in the present invention, calcium aluminate is preferable, and alumina cement is more preferable.

急硬材の含有量は、セメント100重量部に対して、15〜85重量部が、初期における低発熱性中込材の圧縮強度が大きく、且つ低発熱性中込材が流動性を有する時間が長いので好ましい。更に好ましくは、29〜70重量部である。15重量部未満の場合、初期の強度が低く、材齢3時間で強度発現しないことがある。85重量部を超える場合、低発熱性中込材が流動性を有する時間が短いので、低発熱性中込材をケーブル据え付け用管に充填できない虞がある。   The content of the quick-hardening material is 15 to 85 parts by weight with respect to 100 parts by weight of cement, and the initial compression strength of the low exothermic intermediate material is large, and the time during which the low exothermic intermediate material has fluidity is long. Therefore, it is preferable. More preferably, it is 29-70 weight part. When the amount is less than 15 parts by weight, the initial strength is low, and the strength may not be exhibited at the age of 3 hours. If the amount exceeds 85 parts by weight, the low exothermic intermediate material has a short fluidity, so there is a possibility that the low exothermic intermediate material cannot be filled in the cable installation pipe.

本発明で使用するセメントとしては、普通、早強、超早強、低熱及び中庸熱等の各種ポルトランドセメント、エコセメント、並びにこれらポルトランドセメント又はエコセメントに、フライアッシュ、高炉スラグ、シリカフューム又は石灰石微粉末等を混合した各種混合セメント等が挙げられ、これらを一種単独で又は二種以上併用して用いることができる。ここで云うセメントは、カルシウムアルミネート類等の急硬成分を主体とするセメント、例えばアルミナセメント並びに太平洋セメント社製「ジェットセメント」(商品名)や住友大阪セメント社製「ジェットセメント」(商品名)等の超速硬セメントは含まれず、これらは前記急硬材に含まれる。低発熱性中込材が流動性を有する時間が長く且つ初期の強度発現が高いことから、セメントとして普通ポルトランドセメント又は早強ポルトランドセメント或いは普通ポルトランドセメント及び早強ポルトランドセメントを混合したものが好ましい。   As the cement used in the present invention, various portland cements such as normal, early strength, very early strength, low heat and moderate heat, ecocement, and these portland cement or ecocement include fly ash, blast furnace slag, silica fume or limestone fines. Examples include various mixed cements in which powders and the like are mixed, and these can be used alone or in combination of two or more. The cement here refers to a cement mainly composed of a rapid hardening component such as calcium aluminate, such as alumina cement, “Jet Cement” (trade name) manufactured by Taiheiyo Cement Co., Ltd., and “Jet Cement” (trade name) manufactured by Sumitomo Osaka Cement Co., Ltd. ) And the like are not included, and these are included in the rapid-hardening material. Since the low exothermic intermediate material has a long fluidity and high initial strength development, it is preferable to use ordinary Portland cement or early strength Portland cement or a mixture of ordinary Portland cement and early strength Portland cement as cement.

本発明で使用する凝結遅延剤とは、低発熱性中込材の適切な可使時間を得るために用いるものであり、水硬性物質の凝結に遅延作用を及ぼすものであれば特に限定されるものではなく、例えば、クエン酸、グルコン酸、リンゴ酸および酒石酸等の有機酸またはその塩、ホウ酸ナトリウム、炭酸ナトリウム、炭酸リチウム、炭酸カリウム、重炭酸ナトリウム、重炭酸リチウム、重炭酸カリウム等の無機塩、糖類等が挙げられ、これらのうちの一種又は二種以上が使用可能である。特にクエン酸、クエン酸塩、酒石酸、酒石酸塩、及びアルカリ金属炭酸塩のうちの一種又は二種以上を用いると、低発熱性中込材が流動性を有する時間が長く且つ初期の強度発現が高いことから好ましい。   The setting retarder used in the present invention is used for obtaining an appropriate pot life of the low exothermic intermediate material, and is particularly limited as long as it has a retarding action on the setting of the hydraulic substance. Rather, for example, organic acids such as citric acid, gluconic acid, malic acid and tartaric acid or salts thereof, sodium borate, sodium carbonate, lithium carbonate, potassium carbonate, sodium bicarbonate, lithium bicarbonate, potassium bicarbonate, etc. A salt, saccharides, etc. are mentioned, Among these, 1 type, or 2 or more types can be used. In particular, when one or more of citric acid, citrate, tartaric acid, tartrate, and alkali metal carbonate is used, the low exothermic intermediate material has a long fluidity and high initial strength development. Therefore, it is preferable.

凝結遅延剤の含有量は、急硬材とセメントの合計100重量部に対して、0.05〜5重量部が好ましい。0.05重量部未満では、低発熱性中込材が流動性を有する時間が短い。5重量部を超えると低発熱性中込材が硬化しなくなる場合がある。0.1〜3重量部がより好ましい。   The content of the setting retarder is preferably 0.05 to 5 parts by weight with respect to 100 parts by weight as a total of the rapid hardening material and the cement. If it is less than 0.05 part by weight, the time during which the low exothermic intermediate material has fluidity is short. If it exceeds 5 parts by weight, the low exothermic intermediate material may not be cured. 0.1-3 weight part is more preferable.

本発明で使用する水は、水道水が推奨されるが特に限定されるものではない。水の含有量は、急硬材とセメントの合計100重量部に対して30〜75重量部が好ましい。30重量部未満であると低発熱性中込材の流動性が得られ難く、流動性を有する時間も短い。75重量部を超えると、低発熱性中込材の硬化体の強度が低くなるので好ましくない。更に好ましくは、急硬材とセメントの合計100重量部に対して35〜70重量部とする。   The water used in the present invention is not limited to tap water, although tap water is recommended. The water content is preferably 30 to 75 parts by weight with respect to a total of 100 parts by weight of the hardened material and cement. If it is less than 30 parts by weight, it is difficult to obtain the fluidity of the low exothermic intermediate material, and the fluidity time is short. If it exceeds 75 parts by weight, the strength of the cured product of the low exothermic intermediate material is lowered, which is not preferable. More preferably, it is 35 to 70 parts by weight with respect to 100 parts by weight of the total of the hardened material and cement.

本発明の低発熱性中込材は、急硬材とセメントの合計100重量部に対して100〜400重量部の細骨材を含有するものとする。この量の細骨材を含むことによって、硬化時の発熱による低発熱性中込材の温度上昇量が小さいので好ましい。100重量部未満であると温度上昇量が大きく、低発熱性中込材の硬化時の発熱によりケーブル又はケーブル据え付け用管が変形又は変質する虞がある。400重量部を超えると、低発熱性中込材の流動性が得られない、又は初期における圧縮強度が小さいので好ましくない。好ましくは、温度上昇量が小さく且つ初期における圧縮強度が高いので、細骨材の含有量を急硬材とセメントの合計100重量部に対して170〜300重量部とする。   The low exothermic intermediate material of the present invention contains 100 to 400 parts by weight of fine aggregate with respect to 100 parts by weight of the total of the hardened material and cement. By including this amount of fine aggregate, the amount of temperature rise of the low exothermic intermediate material due to heat generation during curing is small, which is preferable. If the amount is less than 100 parts by weight, the amount of temperature rise is large, and there is a possibility that the cable or the cable mounting tube may be deformed or deteriorated due to heat generated when the low exothermic intermediate material is cured. If it exceeds 400 parts by weight, the fluidity of the low exothermic intermediate material cannot be obtained, or the compressive strength at the initial stage is small, which is not preferable. Preferably, since the amount of temperature rise is small and the initial compressive strength is high, the content of fine aggregate is set to 170 to 300 parts by weight with respect to 100 parts by weight of the total of the hardened material and cement.

本発明で使用する細骨材は特に限定されず、例えば、川砂、海砂、山砂、砕砂、人工細骨材、スラグ細骨材、再生細骨材、スラグ細骨材等の一種又は二種以上の使用が可能であるが、JIS A 5005 「コンクリート用砕石および砕砂」を満たす細骨材を使用するのが、初期の強度発現が高いことから好ましい。   The fine aggregate used in the present invention is not particularly limited. For example, river sand, sea sand, mountain sand, crushed sand, artificial fine aggregate, slag fine aggregate, recycled fine aggregate, slag fine aggregate, etc. Although it is possible to use more than seeds, it is preferable to use a fine aggregate satisfying JIS A 5005 “Crumble for concrete and crushed sand” because of high initial strength development.

本発明の低発熱性中込材には、急硬材、セメント、細骨材、凝結遅延剤及び水以外に、粗骨材、混和剤及び混和材等の添加材の一種又は二種以上を本発明の効果を損なわない範囲で併用することができる。この添加材としては、例えば高性能減水剤,高性能AE減水剤、AE減水剤及び流動化剤を含む減水剤、急結剤、セメント用ポリマー、発泡剤、起泡剤、防水剤、防錆剤、収縮低減剤、増粘剤、保水剤、顔料、繊維、撥水剤、白華防止剤、消泡剤、川砂利、砕石、人工粗骨材、スラグ粗骨材、再生粗骨材、高炉スラグ微粉末、フライアッシュ、石粉、シリカフューム、火山灰等が挙げられる。特に、増粘剤が本発明の低発熱性中込材に含まれると、材料分離を起し難くブリーディング水が発生し難いので、本発明の低発熱性中込材に増粘剤を含有することが好ましい。増粘剤がセルロースエーテルであるとこの効果が高いので、本発明の低発熱性中込材にセルロースエーテルを含有することが特に好ましい。ブリーディング水が発生すると、ケーブル据え付け用管と硬化した本発明の低発熱性中込材との間に一部隙間が生じる。   The low exothermic intermediate material of the present invention includes one or more kinds of additives such as coarse aggregate, admixture and admixture, in addition to rapid hardening material, cement, fine aggregate, setting retarder and water. It can use together in the range which does not impair the effect of invention. As this additive, for example, a high-performance water reducing agent, a high-performance AE water reducing agent, a water reducing agent containing an AE water reducing agent and a fluidizing agent, a quick setting agent, a polymer for cement, a foaming agent, a foaming agent, a waterproofing agent, a rust prevention Agent, shrinkage reducing agent, thickener, water retention agent, pigment, fiber, water repellent, anti-whitening agent, antifoaming agent, river gravel, crushed stone, artificial coarse aggregate, slag coarse aggregate, recycled coarse aggregate, Examples include blast furnace slag fine powder, fly ash, stone powder, silica fume, and volcanic ash. In particular, if the thickener is contained in the low exothermic intermediate material of the present invention, it is difficult to cause material separation and bleeding water is hardly generated. Therefore, the low exothermic intermediate material of the present invention may contain a thickener. preferable. Since this effect is high when the thickener is cellulose ether, it is particularly preferable to contain cellulose ether in the low exothermic intermediate material of the present invention. When bleeding water is generated, a gap is formed between the cable installation tube and the cured low heat generating intermediate material of the present invention.

本発明の低発熱性中込材は、ケーブル据え付け用管内に充填して用いる。このケーブル据え付け用管は、一重の管でも良いし、内管と外管とからなる二重管でも良い。また、上部が開いている函でも良い。また、管の材質は特に限定無く使用することが可能であり、例えば鋼、コンクリート、鋳鉄、陶磁器、樹脂、紙等が挙げられる。二重管の場合、通常は、内管と外管の間に本発明の低発熱性中込材を充填する。また、ケーブル据え付け用管内にケーブルを通し、該管内に本発明の低発熱性中込材を充填し、該ケーブルを固定及び保護することもある。本発明の低発熱性中込材を用いることで、ケーブル据え付け用管又は/及びケーブルに塩化ビニル樹脂等の熱に弱い材料が使用されている場合においても、低発熱性中込材が硬化するときに発生する熱により、ケーブル又はケーブル据え付け用管に、変質又は変形が起こる虞は殆ど無い。   The low exothermic intermediate material of the present invention is used by being filled in a cable installation pipe. This cable installation pipe may be a single pipe or a double pipe composed of an inner pipe and an outer pipe. A box with an open top may be used. The material of the pipe can be used without any particular limitation, and examples thereof include steel, concrete, cast iron, ceramics, resin, paper and the like. In the case of a double pipe, the low exothermic intermediate material of the present invention is usually filled between the inner pipe and the outer pipe. Further, the cable may be passed through a cable installation pipe, and the low heat-generating intermediate material of the present invention may be filled in the pipe to fix and protect the cable. By using the low exothermic intermediate material of the present invention, even when a heat-sensitive material such as vinyl chloride resin is used for the cable installation pipe or / and cable, the low exothermic intermediate material is cured. There is almost no possibility that the cable or the cable installation pipe is altered or deformed by the generated heat.

[実施例1]
表1に示す配合の中込材を作製し、中込材の品質試験として流動性保持時間、材齢3時間の圧縮強度及び温度上昇量を測定した。その結果を表2に示す。このときの使用材料、中込材の作製方法及び品質試験方法を以下に示す。なお、表1の各中込材は、急硬材とセメントの合計100重量部に対して1重量部の減水剤と0.02重量部の増粘剤を配合して作製した。
<使用材料>
急硬材:アルミナセメント(商品名「セカール51BT」,ラファージュアルミネート社製)
セメント: 普通ポルトランドセメント(太平洋セメント社製)
細骨材: 石灰石砕砂(粗粒率;2.80,比重;2.7)
水: 水道水
凝結遅延剤:A;クエン酸(市販試薬)
B;クエン酸(市販試薬)100重量部と炭酸ナトリウム(市販試薬)50重量部の混合物
減水剤: ナフタレンスルホン酸塩系高性能減水剤(商品名「マイティ100」,花王社製)
増粘剤: セルロースエーテル(信越化学工業社製)
<作製方法>
水を練り混ぜ用の金属製円筒缶内に投入し、予め混合しておいた水以外の材料を、1100r.p.m.のハンドミキサで攪拌しながら30秒間で該円筒缶内に投入し、その後90秒間更に練り混ぜ、中込材を作製した。
<品質試験方法>
・流動性保持時間の測定
作製した中込材約0.5リットルを容量1リットルのポリビーカーに移して静置し、ポリビーカーを横にして流れなくなるまでの時間を測定し、流動性保持時間とした。なお、試験は室温20℃、湿度80%の恒温室で実施した。
・圧縮強度試験
土木学会規準JSCE−G 505「円柱供試体を用いたモルタルまたはセメントペーストの圧縮強度試験方法」に準じ、材齢3時間の圧縮強度を測定した。このとき、水とセメントの接触開始から3時間後を、材齢3時間とした。
・簡易温度上昇試験
作製した中込材を直径15cm、高さ10cmのポリプロピレン製の蓋付き円筒形容器に入れ、該容器に入れた中込材の略中心の温度を熱電対により測定し、このときの最高温度と測定開始時の温度との差を温度上昇量とした。
[Example 1]
The intermediate materials shown in Table 1 were prepared, and the fluidity retention time, the compressive strength at a material age of 3 hours, and the temperature increase were measured as a quality test of the intermediate materials. The results are shown in Table 2. The materials used at this time, the production method of the insert material, and the quality test method are shown below. Each insert in Table 1 was prepared by blending 1 part by weight of a water reducing agent and 0.02 parts by weight of a thickener with respect to a total of 100 parts by weight of the hardened material and cement.
<Materials used>
Rapid hardwood: Alumina cement (trade name “SECAL 51BT”, manufactured by Lafarge Aluminate)
Cement: Normal Portland cement (manufactured by Taiheiyo Cement)
Fine aggregate: Limestone crushed sand (coarse grain ratio; 2.80, specific gravity; 2.7)
Water: Tap water set retarder: A; Citric acid (commercially available reagent)
B: Mixture of 100 parts by weight of citric acid (commercial reagent) and 50 parts by weight of sodium carbonate (commercial reagent) Water-reducing agent: Naphthalene sulfonate-based high-performance water reducing agent (trade name “Mighty 100”, manufactured by Kao Corporation)
Thickener: Cellulose ether (manufactured by Shin-Etsu Chemical Co., Ltd.)
<Production method>
Water is put into a metal cylindrical can for mixing, and materials other than water that have been mixed in advance are added to 1100 r. p. m. Then, the mixture was put into the cylindrical can for 30 seconds while stirring with a hand mixer, and then further kneaded for 90 seconds to produce an intermediate material.
<Quality test method>
・ Measurement of fluidity retention time Transfer about 0.5 liters of the prepared intercalating material to a 1 liter poly beaker and leave it to stand. did. The test was carried out in a constant temperature room at 20 ° C. and 80% humidity.
-Compressive strength test According to the Japan Society of Civil Engineers standard JSCE-G 505 "Compressive strength test method of mortar or cement paste using cylindrical specimen", the compressive strength at a material age of 3 hours was measured. At this time, 3 hours after the start of contact between water and cement was defined as 3 hours of age.
・ Simple temperature rise test Place the prepared insert in a cylindrical container with a lid of 15 cm in diameter and 10 cm in height and measure the temperature at the approximate center of the insert in the container with a thermocouple. The difference between the maximum temperature and the temperature at the start of measurement was taken as the temperature rise.

Figure 2005187293
Figure 2005187293

Figure 2005187293
Figure 2005187293

表2の結果から、本発明の低発熱性中込材は、材齢3時間の強度が7.0N/mm以上であるので、3時間以内と短時間でケーブルを据え付け得ることがわかる。更に、本発明の低発熱性中込材は、硬化時の発熱による温度上昇量が40℃未満と低発熱性を有していた。また、細骨材の含有量が急硬材とセメントの合計100重量部に対して170〜350重量部である本発明の低発熱性中込材は、硬化時の発熱による温度上昇量が30℃未満であるので、塩化ビニル樹脂等の耐熱性の低い材料が使用されているケーブル又はケーブル据え付け用管を用いたケーブルの据え付けにも好適に用いることができる。なお、材齢3時間において、配合No.16及び18の中込材は、未硬化であった。また、配合No.17の中込材は、練り混ぜ終了前に流動性を失っていた。 From the results of Table 2, it can be seen that the low exothermic intermediate material of the present invention has a strength of 7.0 N / mm 2 or more at a material age of 3 hours, so that the cable can be installed in a short time of 3 hours or less. Furthermore, the low exothermic intermediate material of the present invention had a low exothermic property with a temperature increase due to heat generation during curing being less than 40 ° C. In addition, the low exothermic intermediate material of the present invention in which the content of fine aggregate is 170 to 350 parts by weight with respect to 100 parts by weight of the rapid hardening material and cement is 30 ° C. due to heat generation during hardening. Therefore, it can be suitably used for installation of a cable using a low heat-resistant material such as vinyl chloride resin or a cable using a cable installation pipe. In addition, in material age 3 hours, mixing | blending No. The inserts 16 and 18 were uncured. In addition, blending No. No. 17 intermediate material lost fluidity before kneading.

[実施例2]
内径200mm、高さ1000mm、厚さ4.5mmの紙製外管と内径100mm、高さ1000mm、厚さ6.6mmの塩化ビニル樹脂製内管とからなる二重管を鉛直に立て、内管内に塩化ビニル樹脂で被覆された電気コードを通し、実施例1で用いた配合No.5、11、12、15及び16の中込材を、内管と外管との間に充填した。高さ500mmの内管と中込材との界面における温度上昇量(最高温度と測定開始時の温度との差)を測定した。また、合わせてケーブル又はケーブル据え付け用管の変質又は変形の有無を、目視及び指で触り確認した。更に、水とセメントの接触開始から3時間後における中込材の硬化の有無を中込材の表面を指で触り確認した。この試験結果を表3に示す。なお、試験は室温20℃、湿度80%の恒温室で実施した。
[Example 2]
A double pipe consisting of a paper outer tube having an inner diameter of 200 mm, a height of 1000 mm, and a thickness of 4.5 mm, and an inner tube made of a vinyl chloride resin having an inner diameter of 100 mm, a height of 1000 mm, and a thickness of 6.6 mm is set up vertically. Through an electric cord coated with a vinyl chloride resin, the formulation No. used in Example 1 was passed. 5, 11, 12, 15 and 16 inserts were filled between the inner and outer tubes. The amount of temperature rise (difference between the maximum temperature and the temperature at the start of measurement) at the interface between the inner pipe having a height of 500 mm and the insert was measured. In addition, the presence or absence of alteration or deformation of the cable or the cable installation tube was confirmed visually and touched with a finger. Furthermore, the presence or absence of the curing of the intermediate material after 3 hours from the start of contact between water and cement was confirmed by touching the surface of the intermediate material with a finger. The test results are shown in Table 3. The test was carried out in a constant temperature room at 20 ° C. and 80% humidity.

Figure 2005187293
Figure 2005187293

表3の試験結果より、本発明の低発熱性中込材(配合No.5、11及び12)は、水とセメントの接触開始から3時間後において硬化していたが、比較例の配合No.16の中込材は水とセメントの接触開始から3時間後において未硬化であった。また、本発明の低発熱性中込材を用いたものは、硬化時の内管と低発熱性中込材との界面における温度上昇量が30℃未満であったため、ケーブル又はケーブル据え付け用管を変質又は変形させることなく、ケーブルを短時間で据え付けることが行えた。これに対し、配合No.15及び16の中込材をもちいたものは、硬化時の発熱により、塩化ビニル樹脂製のケーブル据え付け用内管が軟化した。   From the test results of Table 3, the low exothermic intermediate materials (Formulation Nos. 5, 11 and 12) of the present invention were cured after 3 hours from the start of contact between water and cement. Sixteen interstitial materials were uncured 3 hours after the start of contact between water and cement. In addition, in the case of using the low exothermic intermediate material of the present invention, the temperature increase at the interface between the inner tube and the low exothermic intermediate material during curing was less than 30 ° C., so the cable or the cable installation tube was altered. Or, the cable could be installed in a short time without deformation. In contrast, formulation No. The inner pipes for cable installation made of vinyl chloride resin were softened due to the heat generated at the time of curing using the 15 and 16 inserts.

本発明の低発熱性中込材を使用することにより、ケーブル及びケーブル据え付け用管の材質に関係無く、通信ケーブル、電力ケーブル等のケーブル据え付けにかかる工事時間を、従来と比べ短縮することが可能となった。特に、都市部の道路に埋設してケーブルを据え付ける場合に本発明の低発熱性中込材を用いると、道路を閉鎖する時間を従来に比べて短縮できる他、ケーブル及びケーブル据え付け用管が硬化時の発熱により変形又は変質すること無く、ケーブルを据え付けることも可能である。   By using the low exothermic intermediate material of the present invention, it is possible to shorten the construction time required for cable installation of communication cables, power cables, etc., regardless of the material of the cable and cable installation pipe, compared to the conventional one. became. In particular, when installing cables embedded in urban roads, the use of the low exothermic intermediate material of the present invention can shorten the time for closing the road as compared to the conventional method, and the cables and cable installation pipes are hardened. It is also possible to install the cable without being deformed or altered by the heat generation.

Claims (2)

急硬材、セメント、凝結遅延剤、水、及び急硬材とセメントの合計100重量部に対して100〜400重量部の細骨材を含有する低発熱性中込材。 A low exothermic intermediate material containing 100 to 400 parts by weight of fine aggregate with respect to a rapid hardening material, cement, a setting retarder, water, and a total of 100 parts by weight of the rapid hardening material and cement. 急硬材の含有量が、セメント100重量部に対して15〜85重量部である請求項1記載の低発熱性中込材。 The low exothermic intermediate material according to claim 1, wherein the content of the quick-hardening material is 15 to 85 parts by weight with respect to 100 parts by weight of cement.
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JP2005187292A (en) * 2003-12-26 2005-07-14 Taiheiyo Material Kk Inner-filling material
CN107298554A (en) * 2017-01-16 2017-10-27 江苏苏博特新材料股份有限公司 A kind of low-temperature insulator mucilage binding cement glue
JP2019126165A (en) * 2018-01-16 2019-07-25 太平洋マテリアル株式会社 Construction method of filler applied to inside of underground pipe structure and underground pipe structure
JP2020120461A (en) * 2019-01-22 2020-08-06 太平洋マテリアル株式会社 Underground buried pipe structure and construction method of filler therein

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Publication number Priority date Publication date Assignee Title
JP2005187292A (en) * 2003-12-26 2005-07-14 Taiheiyo Material Kk Inner-filling material
JP4535723B2 (en) * 2003-12-26 2010-09-01 太平洋マテリアル株式会社 Medium insert
CN107298554A (en) * 2017-01-16 2017-10-27 江苏苏博特新材料股份有限公司 A kind of low-temperature insulator mucilage binding cement glue
CN107298554B (en) * 2017-01-16 2019-12-27 江苏苏博特新材料股份有限公司 Cement adhesive for low-temperature insulator cementing
JP2019126165A (en) * 2018-01-16 2019-07-25 太平洋マテリアル株式会社 Construction method of filler applied to inside of underground pipe structure and underground pipe structure
JP7029136B2 (en) 2018-01-16 2022-03-03 太平洋マテリアル株式会社 Construction method of filler in the underground pipe structure and underground pipe structure
JP2020120461A (en) * 2019-01-22 2020-08-06 太平洋マテリアル株式会社 Underground buried pipe structure and construction method of filler therein
JP7244825B2 (en) 2019-01-22 2023-03-23 太平洋マテリアル株式会社 METHOD OF CONSTRUCTING FILLING MATERIAL IN UNDERGROUND PIPE STRUCTURE

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