JP2989567B2 - Composition for filling material and filling material - Google Patents

Composition for filling material and filling material

Info

Publication number
JP2989567B2
JP2989567B2 JP18219497A JP18219497A JP2989567B2 JP 2989567 B2 JP2989567 B2 JP 2989567B2 JP 18219497 A JP18219497 A JP 18219497A JP 18219497 A JP18219497 A JP 18219497A JP 2989567 B2 JP2989567 B2 JP 2989567B2
Authority
JP
Japan
Prior art keywords
filling material
weight
admixture
powder
composition
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.)
Expired - Lifetime
Application number
JP18219497A
Other languages
Japanese (ja)
Other versions
JPH1127841A (en
Inventor
真生 大谷
幸治 西牟田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taiheiyo Cement Corp
Original Assignee
Taiheiyo Cement Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Taiheiyo Cement Corp filed Critical Taiheiyo Cement Corp
Priority to JP18219497A priority Critical patent/JP2989567B2/en
Publication of JPH1127841A publication Critical patent/JPH1127841A/en
Application granted granted Critical
Publication of JP2989567B2 publication Critical patent/JP2989567B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • C04B2111/00034Physico-chemical characteristics of the mixtures
    • C04B2111/00146Sprayable or pumpable mixtures
    • 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
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Electric Cable Installation (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、電路管用の中込材
に関し、特に、ポンプ圧送性および自己充填性に優れ、
ブリージング率が小さく、発熱量および熱抵抗性が低い
電路管用中込材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a filling material for electric conduits, and more particularly, to a pumping material having excellent pumping properties and self-filling properties.
The present invention relates to a filling material for an electrical conduit having a low breathing rate, a low calorific value and a low thermal resistance.

【0002】推進工法等の非開削工法や開削工法により
地中に埋設される電路管(直径70〜150cm程度)
の内部には、スペーサーを介して送電ケーブルを通すた
めの送電管(直径10〜15cm程度)が9〜15本程
度設置され、これら送電管と電路管との間隙を充填する
ための材料として、中込材が用いられる。
2. Description of the Related Art Electrical conduits buried in the ground by non-cutting method such as propulsion method or open-cutting method (about 70-150 cm in diameter)
Inside, are installed about 9 to 15 power transmission tubes (about 10 to 15 cm in diameter) for passing a power transmission cable through a spacer, and as a material for filling a gap between these power transmission pipes and a circuit pipe, An inlay is used.

【0003】上記送電ケーブル地中敷設工事は、一般に
以下の工程によって行われる。 電路管を地中へ設置する。 長手方向適当な間隔で配置したスペーサを用いて電路
管内部へ送電管を設置・固定する(この段階では、送電
管の中に送電ケーブルは挿通していない)。 送電管と電路管との間隙に中込材を充填する。 充填した中込材が硬化し、温度がある程度低下した後
(通常、中込材充填後1ケ月程度経過後)、送電管の中
に送電管の内径より若干小さい外径を有する送電ケーブ
ルを挿通する。
[0003] The above-mentioned power cable underground laying work is generally performed by the following steps. Install conduits underground. The power transmission tube is installed and fixed inside the conduit tube using spacers arranged at appropriate intervals in the longitudinal direction (at this stage, the power transmission cable is not inserted into the power transmission tube). The gap between the power transmission tube and the electric line tube is filled with a filling material. After the filled filling material has hardened and the temperature has decreased to some extent (normally, about one month after filling the filling material), a power transmission cable having an outer diameter slightly smaller than the inner diameter of the power transmission tube is inserted into the power transmission tube.

【0004】上記送電ケーブル地中敷設工事において用
いられる中込材は、充填する際に所望の圧送距離を達成
できること、充填後にブリージング現象により送電管の
下部等に熱抵抗値の高い空気層が形成されないこと、送
電ケーブルの挿通工程及び送電管を支持するのに必要な
強度があること、使用時に送電ケーブルによって発生す
る熱を適切に放熱することができること等が要求され
る。このような点を考慮して、従来電路管用中込材に対
し一般に以下の特性が要求されている。
The filling material used in the underground construction work of the power transmission cable can achieve a desired pressure feeding distance at the time of filling, and an air layer having a high thermal resistance value is not formed at a lower portion of the power transmission tube or the like due to a breathing phenomenon after filling. It is required that the power transmission cable have a strength necessary for inserting the power transmission cable and support the power transmission tube, and that the heat generated by the power transmission cable be appropriately radiated during use. In consideration of such points, the following characteristics are generally required for the conventional filling material for conduit tubes.

【0005】(1)硬化前 (1―1)Pロート流下時間は、25秒以内であること
が求められる。このようにすることによって、中込材の
1回における充填・圧送可能な距離を長し、圧送量も多
くでき、圧送時のポンプの負荷圧力をより低減でき、充
填性がよく、かつ充填した中込材内部生ずる空隙を少な
くできるからである。Pロート流下時間は、10〜20
秒とすることが好ましい。 20秒以下とすることによって
上記効果がより良好となり、一方10秒未満とすると、中
込材の粘性が低くなりすぎ材料分離が生ずる恐れがある
からである。
(1) Before curing (1-1) The flow down time of the P funnel is required to be within 25 seconds. By doing so, the distance in which the filling material can be filled and pumped at one time can be increased, the amount of pumping can be increased, the load pressure of the pump during the pumping can be further reduced, the filling property is good, and the filled filling can be performed. This is because voids generated inside the material can be reduced. P funnel flow time is 10-20
Preferably, it is seconds. If the time is set to 20 seconds or less, the above-mentioned effect becomes more favorable. On the other hand, if the time is set to less than 10 seconds, the viscosity of the filling material becomes too low, and the material may be separated.

【0006】(1―2)ブリージング率は、2%以下で
あることが求められる。ブリージング率が2%より大き
いと中込材の打設後、ブリージング現象(水分が上方に
移動する現象、材料分離現象の1種)が生じ送電管下方
等に空隙が生じる可能性があるからである。
(1-2) The breathing rate is required to be 2% or less. If the breathing rate is greater than 2%, a breathing phenomenon (a phenomenon in which moisture moves upward, or one of material separation phenomena) may occur after the casting of the filling material, and a gap may be formed below the power transmission tube. .

【0007】(2)硬化後 (2―1)熱抵抗値は、100℃・cm/W以下である
ことが求められる。これは、送電ケーブル使用時に送電
ケーブルから発生する熱を中込材を介して電路管外部の
地中に適切に放熱する必要があることによる。熱抵抗値
が100℃・cm/Wより大きいと、送電ケーブルの発
生熱を土中に適切に放散することが出来ず、送電管の温
度上昇により送電量が低下する。
(2) After curing (2-1) The thermal resistance value is required to be 100 ° C. · cm / W or less. This is because the heat generated from the power transmission cable when the power transmission cable is used needs to be appropriately radiated to the ground outside the conduit via the filling material. If the thermal resistance value is higher than 100 ° C./cm/W, the heat generated from the power transmission cable cannot be appropriately dissipated into the soil, and the power transmission amount decreases due to a rise in the temperature of the power transmission tube.

【0008】(2―2)7日強度が0.5N/mm2
上であることが要求される。送電管の中に送電ケーブル
を通す際に送電管を確実に固定するために必要とされ
る。
(2-2) It is required that the 7-day strength is 0.5 N / mm 2 or more. It is required to securely fix the power transmission tube when passing the power transmission cable through the power transmission tube.

【0009】[0009]

【従来の技術】上記目的で従来用いられていた中込材と
して以下のものが挙げられる。 (1)セメント及びベントナイトからなるセメントベン
トナイトミルク(CBミルク)と呼ばれ、その配合がセ
メント750kg/m3 程度、ベントナイト30kg/
3 程度、水750kg/m3 程度の組成からなる中込
め材。 (2)セメント及び砂を混合したモルタルに、微粉混和
材及び気泡を混入させた埋めもどし材(特公平2―16
644)。
2. Description of the Related Art The following fillers have been conventionally used for the above purpose. (1) It is called cement bentonite milk (CB milk) composed of cement and bentonite, and its composition is about 750 kg / m 3 of cement and 30 kg /
m 3 approximately, in-filling material having a composition of about water 750 kg / m 3. (2) A mortar containing cement and sand mixed with a fine powder admixture and air-filled material (Japanese Patent Publication 2-16)
644).

【0010】[0010]

【発明が解決しようとする課題】上記(1)と(2)と
に示された中込材は、上述の中込材に要求される特性を
満足してはいたが、一方で、中込材(1)では、単位セ
メント量が多いので硬化時の水和反応による発熱量が大
きく(積算発熱量が大きく70〜80cal/g程
度)、電路管内部での温度上昇が大きいという問題があ
った。かかる温度上昇に耐える必要性から送電管に使用
できる材料が限られてしまう。例えば、送電管を耐熱性
の低いプラスチック等で形成したのでは、熱により変形
してしまうので使用できない。また、電路管内部の温度
が上昇するので、充填後電路管内部の温度が送電ケーブ
ル挿通適合温度まで低下するのに時間がかかり、後工程
に進めるのが遅くなる。
The filling material shown in the above (1) and (2) satisfies the characteristics required for the filling material described above, but on the other hand, the filling material (1) In (2), since the unit cement amount is large, the calorific value due to the hydration reaction at the time of hardening is large (the cumulative calorific value is large, about 70 to 80 cal / g), and there is a problem that the temperature rise inside the conduit is large. The need to withstand such temperature rises limits the materials that can be used for the power transmission tubes. For example, if the power transmission tube is made of plastic or the like having low heat resistance, it cannot be used because it is deformed by heat. Further, since the temperature inside the conduit increases, it takes time for the temperature inside the conduit after filling to decrease to the temperature suitable for insertion of the power transmission cable, and the delay in proceeding to the subsequent process is delayed.

【0011】一方、特公平2―16644に記載された
埋めもどし材(2)の場合であっても、単位セメント量
が多いため、上記中込材(1)と同様硬化時の水和反応
による発熱量が大きく(30〜40cal/g程度)、
電路管内部の温度上昇が大きい。そのため、中込材
(2)にあっても充填後電路管内部の温度が送電ケーブ
ル挿通適合温度まで低下するのに時間がかかり、後工程
に進めるのが遅くなるという欠点があった。そのため、
電路管内の送電管に送電ケーブルを敷設するまでの最終
的な工期に要する時間が長くなるという問題点があっ
た。
On the other hand, even in the case of the filling material (2) described in JP-B-2-16644, since the unit cement amount is large, as in the case of the filling material (1), heat is generated by a hydration reaction at the time of curing. Large amount (about 30-40 cal / g),
The temperature inside the conduit is large. Therefore, it takes time for the inside temperature of the conduit to fall to the temperature suitable for insertion of the power transmission cable even after the filling with the filling material (2), so that there is a disadvantage that the process is delayed in the subsequent process. for that reason,
There is a problem that the time required for the final construction period until the power transmission cable is laid on the power transmission tube in the power line tube becomes long.

【0012】本発明は従来の中込材の有する優れた利点
を失うことなく硬化の際の発熱量を小さくすることが出
来、それによって電路管内の送電管に送電ケーブルを敷
設するまでの最終的な工期に要する時間を短縮できる電
路管用中込材用組成物および中込材を提供することを目
的とする。
[0012] The present invention can reduce the amount of heat generated during curing without losing the excellent advantages of the conventional filling material, thereby making it possible to reduce the amount of heat required to lay the power transmission cable in the power transmission tube in the power line tube. An object of the present invention is to provide a composition for a filling material for an electric conduit and a filling material that can reduce the time required for the construction period.

【0013】[0013]

【本発明の解決手段】本発明の電路管用中込材は、水硬
性粉体、膨潤性粘土、混和材及び水とからなり、該電路
管用中込材のPロート流下時間が25秒以内、ブリージ
ング率が2%以下、7日強度が0.5N/mm2 以上、
熱抵抗値が100℃・cm/W以下、材令7日までの積
算発熱量が20cal/g以下であることを特徴とす
る。
The filling material for an electric conduit according to the present invention comprises a hydraulic powder, a swelling clay, an admixture, and water. Is 2% or less, the 7-day strength is 0.5 N / mm 2 or more,
It is characterized in that the thermal resistance value is 100 ° C. · cm / W or less and the integrated heat generation up to 7 days of material age is 20 cal / g or less.

【0014】本願の第1の発明の電路管用中込材は、水
硬性粉体10〜20重量%、膨潤性粘土4〜10重量
%、残りが混和材からなる中込材用組成物100重量部
に対して水が70〜80重量部からなり、該混和材が高
炉スラグ粉末ポゾラン及び岩石粉末から選ばれた少なく
とも1種類の混和材からなることが好ましい。また、本
願の第1の発明の電路管用中込材に用いる電路管用中込
材用組成物は、水硬性粉体、混和材、膨潤性粘土からな
る中込材用組成物であって、該混和材が高炉スラグ粉
末、ポゾラン及び岩石粉末から選ばれた少なくとも1種
類の混和材からなり、かつ水硬性粉体が10〜20重量
%、膨潤性粘土が4〜10重量%、残部が混和材からな
ることを特徴とする。
The filling material for an electrical conduit according to the first invention of the present application is 100 parts by weight of a filling material composition comprising 10 to 20% by weight of hydraulic powder, 4 to 10% by weight of swelling clay, and the remainder being an admixture. On the other hand, it is preferable that water comprises 70 to 80 parts by weight, and the admixture comprises at least one admixture selected from blast furnace slag powder pozzolan and rock powder. In addition, the composition for an electric line pipe filling material used for the electric line pipe filling material of the first invention of the present application is a composition for an internal filling material composed of hydraulic powder, an admixture, and a swelling clay, wherein the admixture is Blast furnace slag powder, pozzolan, and at least one admixture selected from rock powder, hydraulic powder 10 to 20% by weight, swelling clay 4 to 10% by weight, balance admixture It is characterized by.

【0015】本発明の中込材用組成物および中込材は、
従来必要と考えられていた中込材の特性を失うことな
く、硬化の際の発熱量を小さく、すなわち、硬化前〜硬
化時にかけての積算発熱量を、20cal/g以下とし
たものである。これは充填後硬化する際に中込材に発生
する熱により中込材の内部温度上昇を防止し、送電管の
温度が上昇するのを防止するためである。積算発熱量が
20cal/gを越えると中込材内部温度の低下に時間
がかかり次の送電線挿入通工程等の次工程へ移るのが遅
くなる。なお、本発明でいう積算発熱量とは、カロリー
メーターで測定した値である。
The composition for the filling material and the filling material of the present invention comprise:
The calorific value at the time of curing is reduced without losing the properties of the filling material which has been considered necessary in the past, that is, the integrated calorific value from before curing to at the time of curing is set to 20 cal / g or less. This is to prevent the internal temperature of the filling material from rising due to the heat generated in the filling material when the filling material is cured, and to prevent the temperature of the power transmission tube from rising. If the accumulated heat value exceeds 20 cal / g, it takes time to lower the internal temperature of the filling material, and it is delayed to move to the next step such as the next transmission line insertion step. In addition, the integrated calorific value in the present invention is a value measured by a calorie meter.

【0016】本発明の電路管用中込材及び電路管用中込
材用組成物の好ましい実施態様としては、以下のものが
挙げられる。なお、矛盾の生じない限り下記(1)及び
(2)を組み合わせた態様も本発明の電路管用中込材の
好ましい実施態様に含まれる。
Preferred embodiments of the wire filling material and the wire filling composition of the present invention include the following. As long as no inconsistency arises, a preferred embodiment of the plugging material for a conduit tube of the present invention also includes a mode in which the following (1) and (2) are combined.

【0017】(1) 膨潤性粘土がA.C.C法(Am
erican Collid Campany規格)に
よる膨潤度が5〜40のベントナイトである電路管用中
込材。 (2) 膨潤性粘土が、アンドレアゼンピペットにより
測定した粒子径2μm以下の粒子が80重量%以上で構
成されたベントナイトである電路管用中込材。
(1) The swelling clay is A. C. Method C (Am
An inlaying material for an electrical conduit, which is a bentonite having a degree of swelling of 5 to 40 according to the standard of Eric Collin Company. (2) A filling material for a conduit tube, wherein the swellable clay is bentonite in which particles having a particle size of 2 μm or less measured by an Andreazen pipette are 80% by weight or more.

【0018】[0018]

【発明の実施の態様】DESCRIPTION OF THE PREFERRED EMBODIMENTS

A.まず、本願発明の電路管用中込材用組成物の構成成
分について説明する。 (1)水硬性粉体 水硬性粉体としては、普通ポルトランドセメント、早強
ポルトランドセメント、中庸熱ポルトランドセメント、
低発熱セメント等のポルトランドセメントや、高炉セメ
ント、フライアッシュセメント等の混合セメント、生コ
ンスラッジ等からの再生セメント、セメントダスト、石
灰系固化材(例えば、市販品としてアサノクリーンセッ
トCS−10等)、石膏系固化材(2水石膏、半水石
膏、無水石膏及びこれらの任意の混合物)が挙げられ
る。
A. First, the components of the composition for a wire filling material of the present invention will be described. (1) Hydraulic powder Hydraulic powder includes ordinary Portland cement, early strength Portland cement, moderate heat Portland cement,
Portland cement such as low heat cement, mixed cement such as blast furnace cement and fly ash cement, recycled cement from raw corn sludge, cement dust, lime-based solidifying material (for example, Asano Clean Set CS-10 etc. as a commercial product), Gypsum-based solidifying materials (gypsum gypsum, hemihydrate gypsum, anhydrous gypsum and any mixture thereof) may be mentioned.

【0019】(2)混和材 本発明の中込材用組成物の主材料は混和材であるが、従
来通り水硬性粉体を主体に考え、これに混和する材料と
いう意味で混和材と称するものとする。 (2―1)混和材としては、高炉スラグ粉末、ポゾラン
及び岩石粉末から選ばれた少なくとも1種類以上からな
る混和材を用いる。混和材のブレーン値は、1500〜
5000cm2 /gのものが好ましい。 (2―2)ポゾランは、水酸化カルシウム等と反応して
ポゾラン反応により不溶性の珪酸カルシウムを生成する
珪酸質物質を含んだ粉末であり、石炭灰、シリカフュー
ム、火山灰、珪酸白土、けい藻土等が挙げられる。中で
も、石炭灰は略球状の粉体であり、水量を低減できるの
で好ましい。石炭灰としては、火力発電所等において、
例えば微粉炭燃焼式の炉から発生するフライアッシュ乾
灰、該フライアッシュ乾灰を分級し粒度を調整したJI
Sフライアッシュ等を使用できる。また、ゴミ焼却灰等
の廃材も使用できる。 (2―3)岩石粉末としては、石灰石粉末、石英粉末、
硬砂岩粉末等が上げ得られる。
(2) Admixture Although the main material of the composition for the filling material of the present invention is an admixture, it is conventionally considered to be mainly a hydraulic powder, and is referred to as an admixture in the sense of a material that is admixed with this. And (2-1) As the admixture, an admixture of at least one selected from blast furnace slag powder, pozzolan and rock powder is used. The Brain value of the admixture is 1500-
It is preferably 5000 cm 2 / g. (2-2) Pozzolan is a powder containing a siliceous substance that reacts with calcium hydroxide or the like to form insoluble calcium silicate by the pozzolanic reaction, and includes coal ash, silica fume, volcanic ash, clay silicate, diatomaceous earth, and the like. Is mentioned. Among them, coal ash is a substantially spherical powder and is preferable because the amount of water can be reduced. As coal ash, thermal power plants, etc.
For example, fly ash dry ash generated from a pulverized coal combustion furnace, JI obtained by classifying the fly ash dry ash and adjusting the particle size
S fly ash or the like can be used. Also, waste materials such as incineration ash can be used. (2-3) As the rock powder, limestone powder, quartz powder,
Hard sandstone powder can be obtained.

【0020】(3)膨潤性粘土 (3―1)膨潤性粘土は、A.C.C法(Americ
an Collid Camp any規格)による膨
潤度が5〜40のものが好ましい。特に、安価で、入手
が容易であるベントナイトが好ましい。膨潤度が大きい
ほうが、少ない量でブリージング率を低くできるのでコ
スト的に有利である。一方、膨潤度が40を越えると水
量が多くなるので好ましくない。
(3) Swellable clay (3-1) Swellable clay is described in A.I. C. Method C (Americic
An swelling degree of 5 to 40 according to an anodizing method of the present invention is preferable. Particularly, bentonite which is inexpensive and easily available is preferred. A larger degree of swelling is advantageous in terms of cost because the bleeding rate can be reduced with a small amount. On the other hand, if the degree of swelling exceeds 40, the amount of water increases, which is not preferable.

【0021】(3―2)膨潤性粘土として、アンドレア
ゼンピペットにより測定した粒子径2μm以下の粒子を
80重量%以上含むベントナイトを使用することが、よ
り少ない量のベントナイトでブリージング率を低くでき
るので、より好ましい。
(3-2) The use of bentonite containing 80% by weight or more of particles having a particle size of 2 μm or less measured with an Andreazen pipette as the swellable clay can reduce the breathing rate with a smaller amount of bentonite. Is more preferable.

【0022】(3―3)ベントナイトは、産地・鉱脈に
より粒度構成が異なるものであり、膨潤度が大きいもの
程、粒度が小さくなる傾向が認められるが、特に粒子径
2μm以下の粒子が80重量%以上であるベントナイト
の市販品は少ない。この粒子径2μm以下の粒子が80
重量%以上であるという条件に該当するベントナイトと
しては、アメリカ合衆国ワイオミング州に産する天然産
ベントナイト(膨潤度25〜30)が挙げられる。(ち
なみに、日本国内に産する天然産ベントナイトでは、膨
潤度が25〜30のものの粒子径2μm以下の粒子の割
合は50〜70重量%程度である。) 上記粒子径より大きいベントナイトは、粉砕して規定の
粒度構成に調整することも考えれるが、工業的・経済的
には、天然産で市販品のベントナイトを使用することが
好ましい。
(3-3) Bentonite has a different particle size composition depending on the place of origin and ore vein. The larger the degree of swelling is, the smaller the particle size tends to be. It is particularly noted that 80 wt. % Or less of bentonite is commercially available. The particles having a particle diameter of 2 μm or less
Examples of the bentonite that satisfies the condition of not less than% by weight include bentonite naturally produced in Wyoming, USA (degree of swelling: 25 to 30). (Incidentally, in the case of naturally occurring bentonite produced in Japan, the proportion of particles having a particle diameter of 2 μm or less is about 50 to 70% by weight in the case of swelling degree of 25 to 30.) Bentonite having a particle diameter larger than the above particle diameter is pulverized. It is possible to adjust the particle size to a specified particle size, but from the industrial and economical point of view, it is preferable to use naturally occurring and commercially available bentonite.

【0023】(3―4)ベントナイトの粒子径は、アン
ドレアゼンピペットを用いて測定する。他の測定方法に
よる粒子径では、ベントナイトの粒子径の相違が不明瞭
であるからである。アンドレアゼンピペットによる測定
は液相分散沈降法に属するものであり、粉体試料を分散
させた沈降管内の懸濁液を、予め特定粒子径について算
出した時間ごとに、沈降管の一定の深さから懸濁液を一
定容量分取し、分散液中の粉体を秤量することで求めら
れる。この場合、一般的に分散媒として水和反応しない
粉体試料の測定には水が使用され、分散剤としてヘキサ
メタリン酸ナトリウムなどを少量使用する。
(3-4) The particle size of bentonite is measured using an Andreazen pipette. This is because the difference in particle size of bentonite is unclear in the particle size obtained by another measurement method. The measurement by the Andreazen pipette belongs to the liquid phase dispersion sedimentation method, and the suspension in the sedimentation tube in which the powder sample is dispersed is subjected to a predetermined depth of the sedimentation tube at every time calculated in advance for a specific particle diameter. From the suspension, and the powder in the dispersion is weighed. In this case, water is generally used for measuring a powder sample that does not undergo hydration reaction as a dispersion medium, and a small amount of sodium hexametaphosphate or the like is used as a dispersant.

【0024】(3―5)さらに、アンドレアゼンピペッ
トによる測定の条件を説明する。分散媒として蒸留水を
用い、これに分散剤としてヘキサメタリン酸ナトリウム
(0.2重量%程度)を加えた水溶液に、ベントナイト
3重量%以下、好ましくは1〜2重量%を分散させた懸
濁液にして測定する。この場合、懸濁液のベントナイト
濃度が3重量%を越えると、粒子濃度が高くなり粒子間
距離が接近し過ぎる結果、相互の粒子が沈降に影響を及
ぼし合い、測定値に誤差を生じるので好ましくない。
(因みに、本発明で使用できる微細なベントナイトをア
ンドレアゼンピペットで測定するのに要する時間は、2
μmのとき7時間強である。)
(3-5) Further, the conditions for measurement with an Andreazen pipette will be described. A suspension in which 3% by weight or less, preferably 1 to 2% by weight of bentonite is dispersed in an aqueous solution containing distilled water as a dispersion medium and sodium hexametaphosphate (about 0.2% by weight) as a dispersant. And measure. In this case, if the concentration of bentonite in the suspension exceeds 3% by weight, the particle concentration increases and the distance between the particles becomes too close. As a result, the mutual particles affect the sedimentation, resulting in an error in the measured value. Absent.
(By the way, the time required for measuring fine bentonite usable in the present invention with an Andreazen pipette is 2 hours.
It is slightly more than 7 hours at μm. )

【0025】B.次に、本発明の電路管用中込材用組成
物および中込材の好ましい配合についての限定の理由に
ついて説明する。 (1)水硬性粉体 水硬性粉体は、水硬性粉体、膨潤性粘土並びに高炉スラ
グ粉末、ポゾラン及び岩石粉末から選ばれた少なくとも
1種類の混和材からなる中込材用組成物中に10―20
重量%含まれていることが好ましい。水硬性粉体の量が
10重量%未満では、7日での強度が低くなり、また、
熱抵抗値も大きくなる。一方、水硬性粉体が20重量%
を越えると、積算発熱量が大きくなる。
B. Next, the reason for the limitation of the preferred composition of the composition for an electric wire tube insert material and the insert material of the present invention will be described. (1) Hydraulic Powder Hydraulic powder is contained in a composition for an infill material composed of hydraulic powder, swelling clay, and at least one admixture selected from blast furnace slag powder, pozzolan and rock powder. --20
% By weight. If the amount of the hydraulic powder is less than 10% by weight, the strength in 7 days is low, and
The thermal resistance also increases. On the other hand, the hydraulic powder is 20% by weight.
When it exceeds, the integrated heat generation amount becomes large.

【0026】(2)膨潤性粘土 膨潤性粘土は、上記中込材用組成物中4―10重量%含
まれていることが好ましい。膨潤性粘土の量が4重量%
未満では、ブリージング率が大きくなる。また、10重
量%を越えると、Pロート流下時間を25秒以内にする
ことに多少困難性が伴う。
(2) Swellable clay It is preferable that the swellable clay is contained in the composition for the filling material in an amount of 4 to 10% by weight. 4% by weight of swelling clay
If it is less than 3, the breathing rate increases. On the other hand, if it exceeds 10% by weight, it is somewhat difficult to make the P funnel flow time within 25 seconds.

【0027】(3)混和材 混和材は、高炉スラグ粉末、ポゾラン及び岩石粉末から
選ばれた少なくとも1種類以上からなる混和材は、上記
中込材組成物に対し75―85重量%含まれていること
が好ましい。混和材の量が75重量%未満では、積算発
熱量が大きくなり(この場合は、水硬性粉体の量が多い
場合に該当する)、またPロート流下時間を25秒以内
にすることに困難性が有る(この場合は、膨潤性粘土が
多い場合に該当する)。一方、85重量%を越えると、
7日での強度が低くなり、また、熱抵抗値が大きくなる
(この場合、水硬性粉体が少ない場合に該当する)。
(3) Admixture The admixture is composed of at least one selected from blast furnace slag powder, pozzolan and rock powder, and is contained in an amount of 75 to 85% by weight based on the above-mentioned filling material composition. Is preferred. If the amount of the admixture is less than 75% by weight, the accumulated heat generation becomes large (this case corresponds to the case where the amount of the hydraulic powder is large), and it is difficult to make the P funnel flow time within 25 seconds. (In this case, this applies when the amount of swelling clay is large). On the other hand, if it exceeds 85% by weight,
The strength after 7 days is low, and the heat resistance value is high (this case corresponds to the case where the amount of hydraulic powder is small).

【0028】(4)水 水は、上記中込材用組成物100重量部に対して、70
〜80重量部含まれていることが好ましい。水の量が中
込材組成物100重量部に対して70重量部未満では、
Pロート流下時間を25秒以内にすることに困難が伴
い、また中込材組成物100重量部に対して80重量部
を越えると、熱抵抗値が大きくなり、また、7日での強
度が低下する。
(4) Water 70 parts by weight of water is added to 100 parts by weight of the
Preferably, it is contained in an amount of up to 80 parts by weight. If the amount of water is less than 70 parts by weight per 100 parts by weight of the filling material composition,
It is difficult to make the flow time of the P funnel fall within 25 seconds, and if it exceeds 80 parts by weight with respect to 100 parts by weight of the filling material composition, the thermal resistance value increases and the strength in 7 days decreases. I do.

【0029】C.本発明の電路管用中込材を製造するに
は、以下の慣用方法(混練方法)が用いられるが、本発
明の電路管用中込材を製造方法はこれらの方法に限定さ
れるものではない。 (1)水硬性粉体、混和材、膨潤性粘土および水を一括
してミキサーに投入し、混練して電路管用中込材を製造
する方法、(2)膨潤性粘土および水をミキサーに投入
し、混練してスラリーを得た後、該スラリーに水硬性粉
体および混和材を投入し、さらに混練して電路管用中込
材を製造する方法。
C. The following conventional method (kneading method) is used to produce the wire filling material of the present invention, but the method of producing the wire filling material of the present invention is not limited to these methods. (1) A method in which hydraulic powder, admixture, swelling clay, and water are collectively charged into a mixer and kneaded to produce a filling material for a conduit, (2) A swelling clay and water are charged into a mixer. A method of producing a slurry by kneading, adding a hydraulic powder and an admixture to the slurry, and further kneading the mixture to produce a filling material for a conduit.

【0030】これらの方法のうち、上記(1)に示した
水硬性粉体、混和材、膨潤性粘土および水を一括してミ
キサーに投入し、混練して電路管用中込材を製造する方
法は、混練時間を短くできるので、好ましい製造方法で
ある。なお、この場合水硬性粉体、混和材、膨潤性粘土
は、ミキサーに投入する前に混合(プレミックス)して
おいても良いし、個別にミキサーに投入しても良い。
Among these methods, there is a method in which the hydraulic powder, admixture, swelling clay and water shown in the above (1) are collectively charged into a mixer and kneaded to produce a filling material for a conduit tube. This is a preferable production method because the kneading time can be shortened. In this case, the hydraulic powder, admixture, and swelling clay may be mixed (premixed) before being charged into the mixer, or may be separately charged into the mixer.

【0031】D.本発明の電路管用中込材は、送電管を
電路管内にスペーサを用ちいて設置・固定した後ホンプ
圧送等の通常の方法に従って電路管と送電管との間に充
填・固化するが、本発明の電路管用中込材は特定の施工
方法に限定されるものでない。
D. According to the present invention, the filling material for a conduit tube is filled and solidified between the conduit tube and the power transmission tube according to a normal method such as pumping after the power transmission tube is installed and fixed using a spacer in the conduit tube. Is not limited to a specific construction method.

【0032】[0032]

【発明の効果】本発明の電路管用中込材は、充填後7日
以内で発熱がほぼ終了し、かつ発熱量が少ないうえ、7
日で0.5N/mm2 以上の圧縮強度を発現するので、
中込材の充填から、送電管の中に送電ケーブルを通す次
工程までの期間を短縮できる。また、自己充填性に優
れ、ブリージング率も小さく、かつ熱抵抗性も小さいの
で、送電ケーブルの発生熱を土中に放散することができ
る。
According to the present invention, heat generation is almost completed within 7 days after filling, the calorific value is small, and
Since it expresses a compressive strength of 0.5 N / mm 2 or more per day,
It is possible to shorten the period from the filling of the filling material to the next step of passing the power transmission cable through the power transmission tube. Moreover, since the self-filling property is excellent, the breathing rate is small, and the thermal resistance is small, the heat generated by the power transmission cable can be radiated into the soil.

【0033】[0033]

【実施例】以下、実施例により本発明をさらに詳細に説
明する。
The present invention will be described in more detail with reference to the following examples.

【0034】1.使用材料 使用した材料は、次のとおりである。 (1)水硬性粉体:普通ポルトランドセメント(日本セ
メント(株)製) (2)混和材 :石炭灰A・・・九州電力(株)松浦
火力発電所 産出石炭灰原粉(ハンターバレー炭燃焼灰、ブレーン値
3400cm2 /g)、石炭灰B・・・電源開発(株)
磯子火力発電所産出フライアッシュ(JIS規格品、ブ
レーン値4060cm2 /g)、高炉スラグ;商品名;
「セラメント」第一セメント社製(ブレーン値3700
cm2 /g)、石灰岩粉末;商品名「フィラーTR20
0」奥多摩鉱業社製(ブレーン値2000cm/g) (3)膨潤性粘土:ベントナイトA・・・商品名;「ス
ーパークレイ」豊順洋行社市販品(アメリカ合衆国ワイ
オミング州産)、粒子径2μm以下の割合81.1重量
%(注1)、膨潤度:27(注2):ベントナイトB・
・・商品名;「プレミアムゲル」関東ベントナイト鉱業
社製、粒子径2μm以下の割合;60.8重量%、膨潤
度30 (4)水 :水道水
1. Materials used Materials used are as follows. (1) Hydraulic powder: ordinary Portland cement (manufactured by Nippon Cement Co., Ltd.) (2) Admixture: coal ash A: Kyushu Electric Power Co., Inc. Matsuura Thermal Power Station Coal ash raw powder (Hunter Valley coal combustion) Ash, Blaine value 3400 cm 2 / g), Coal ash B: Electric Power Development Co., Ltd.
Fly ash produced by Isogo Thermal Power Station (JIS standard product, Brain value: 4060 cm 2 / g), blast furnace slag;
"Serament" manufactured by Daiichi Cement Co. (Brain value 3700
cm 2 / g), limestone powder; trade name “Filler TR20
0 "manufactured by Okutama Mining Co., Ltd. (Brain value: 2000 cm / g) (3) Swellable clay: Bentonite A ... Trade name:" Super Clay ", a commercially available product from Toyshun Yoko Co., Ltd. (Wyoming, U.S.A.); Ratio 81.1% by weight (Note 1), Swelling degree: 27 (Note 2): Bentonite B
・ ・ Product name: “Premium gel” manufactured by Kanto Bentonite Mining Co., Ltd., ratio of particle diameter 2 μm or less; 60.8% by weight, swelling degree 30 (4) Water: tap water

【0035】(注1) ベントナイトの粒度測定は、次
のようにして行った。ヘキサメタリン酸ナトリウム1.
0gを溶解させた蒸留水350mlにベントナイト5.
0gを加えて、30分攪拌・分散させ、25℃の恒温水
槽に靜置し、25℃の蒸留水を加えて500mlにし、
十分に振とうして懸濁液を調製した。
(Note 1) The particle size of bentonite was measured as follows. Sodium hexametaphosphate
4. Bentonite is added to 350 ml of distilled water in which 0 g is dissolved.
Add 0 g, stir and disperse for 30 minutes, leave still in a constant temperature water bath at 25 ° C., add distilled water at 25 ° C. to 500 ml,
The suspension was prepared by shaking well.

【0036】得られた懸濁液を、アンドレアゼンピペッ
トのピペット沈降管に入れ、ピペット毛管を挿入し、液
面を標線に一致させたのち、1分間振とうして靜置し
た。靜置した時を測定開始とし、7時間11分59秒
後、粒子径2μm以下の粒子の割合を測定するために、
懸濁液10mlを14秒間で分取した。分取液を乾燥
(110℃)し、冷却し秤量したのち、当該粒子割合
(重量%)を算出した。 (注2):A.C.C.法にしたがって測定した、以下同じ。
The obtained suspension was put into a pipette settling tube of an Andreazen pipette, a pipette capillary was inserted, and the liquid surface was adjusted to the marked line, followed by shaking for 1 minute and allowed to stand still. The measurement was started when the sample was left standing, and after 7 hours, 11 minutes, and 59 seconds, in order to measure the ratio of particles having a particle size of 2 μm or less,
10 ml of the suspension was collected in 14 seconds. The fractionated solution was dried (110 ° C.), cooled and weighed, and then the particle ratio (% by weight) was calculated. (Note 2): The same applies hereinafter, measured according to the ACC method.

【0037】(実施例、比較例)表1に示す配合にした
がい、前記材料をホバートミキサー(0.005m3
に投入し、2分間混練し中込材を調製した。上記中込材
を、次に示す1)〜5)の特性を測定し、その結果を表
1に併記した。
(Examples and Comparative Examples) According to the composition shown in Table 1, the above materials were mixed with a Hobart mixer (0.005 m 3 ).
And kneaded for 2 minutes to prepare a filling material. The following infill materials were measured for the following properties 1) to 5), and the results are shown in Table 1.

【0038】1)Pロート流下時間(秒):「日本道路
公団規格 A 313(エアモルタル及びエアミルクの
試験方法)」に準じて測定した。 2)ブリージング率(%):「日本道路公団規格 A
313(エアモルタル及びエアミルクの試験方法)」に
準じて測定した。 3)積算発熱量(cal/g):東京理工(株)製のカ
ロリーメーター(MMC−5116)を用いて20℃に
おける7日までの積算発熱量を測定した。 4)熱抵抗値(℃・cm/W:材令7日):「JIS
R 2618(耐火断熱れんがの熱線法による熱伝導率
の試験方法)」に準じて熱伝導率を測定し、その逆数を
算出した。 5)圧縮強度(N/mm2 :材令7日):φ5×10c
mの型枠に各中込材を流し混み、20℃で湿空気中養生
後、「JIS A 1108(コンクリートの圧縮強度
試験方法)」に準じて圧縮強度を測定した。
1) Flowdown time (seconds) of P funnel: Measured according to "Japan Road Public Corporation Standard A 313 (Test method for air mortar and air milk)". 2) Breathing rate (%): “Japan Highway Public Corporation Standard A
313 (Test method for air mortar and air milk) ". 3) Cumulative calorific value (cal / g): The calorific value (MMC-5116) manufactured by Tokyo Riko Co., Ltd. was measured at 20 ° C for up to 7 days. 4) Thermal resistance (° C./cm/W: 7 days of material age): “JIS
The thermal conductivity was measured according to R 2618 (Test method for thermal conductivity of refractory adiabatic brick by hot wire method), and the reciprocal thereof was calculated. 5) Compressive strength (N / mm 2 : 7 days old): φ5 × 10c
Each of the filling materials was poured into a m formwork, mixed and cured in a moist air at 20 ° C., and the compressive strength was measured in accordance with “JIS A 1108 (Method of testing compressive strength of concrete)”.

【0039】[0039]

【表1】 [Table 1]

【0040】(実構造物実験)表1の実施例11の配合
にしたがい、各材料を2軸強制攪拌型ミキサー(4
3 )に投入し、2分間混練して中込材を調製し、該中
込材について前記1)〜5)の特性を測定した。また、
上記中込材をポンプ車(スクイーズ型)を用いて、管長
24mの電路管(径70cmで、径10cmの送電管が
9本スぺーサーを介して設置されている(スぺーサーの
間隔は2m))に充填した。10日後、2m、12m、
22mの位置で切断し、中込材の充填状況を確認した。
なお、ポンプの圧送圧は45kgf/cm2 とした。結
果を表2に示した。
(Experiment on actual structure) Formulation of Example 11 in Table 1
According to the above, each material was mixed with a two-shaft forced stirring mixer (4
m Three), And kneaded for 2 minutes to prepare a filling material.
The characteristics of the above 1) to 5) were measured for the filling material. Also,
Using a pump truck (squeeze type), insert
24m conduit (diameter 70cm, diameter 10cm)
Installed via 9 spacers (spacer
The interval was 2 m)). 10 days later, 2m, 12m,
It cut | disconnected at the position of 22 m, and the filling condition of the filling material was confirmed.
The pumping pressure of the pump is 45 kgf / cmTwoAnd Conclusion
The results are shown in Table 2.

【0041】[0041]

【表2】 [Table 2]

【0042】さらに、上記配合の中込材を、内径51m
mの塩化ビニル製のパイプ(長さ400m)に、片端か
ら流し込み(ポンプの圧送圧は45kgf/cm2 )、
長距離圧送性を調べた。その結果、流し込み口と反対側
の他端から中込材は流れ出、長距離圧送性が良好である
ことを確認した。また、他端から流れ出た中込材につい
て前記1)〜5)の特性を測定した。その結果を表3に
示す。
Further, the filling material having the above-mentioned composition was filled with an inner diameter of 51 m.
m into a vinyl chloride pipe (length 400 m) from one end (pumping pressure of the pump is 45 kgf / cm 2 )
Long distance pumpability was investigated. As a result, it was confirmed that the filling material flowed out from the other end opposite to the pouring port, and that the long-distance pumpability was good. In addition, the characteristics 1) to 5) were measured for the intermediate material flowing out from the other end. Table 3 shows the results.

【0043】[0043]

【表3】 表3から、長距離圧送後も中込材の特性には、ほとんど
変化がなかった。
[Table 3] From Table 3, there was almost no change in the properties of the filling material even after long-distance pumping.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI C04B 18:08 14:10) ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code FI C04B 18:08 14:10)

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 水硬性粉体、膨潤性粘土、混和材及び水
からなり、Pロート流下時間が25秒以内、ブリージン
グ率が2%以下、7日強度が0.5N/mm2 以上、熱
抵抗値が100℃・cm/W以下、材令7日までの積算
発熱量が20cal/g以下であることを特徴とする電
路管用中込材。
1. A hydraulic powder, a swellable clay, an admixture and water.
The P funnel flow time is 25 seconds or less, the breathing rate is 2% or less, the 7-day strength is 0.5 N / mm 2 or more, the thermal resistance value is 100 ° C./cm/W or less, and the accumulation up to 7 days of material age A filling material for an electrical conduit, wherein the calorific value is 20 cal / g or less.
【請求項2】 水硬性粉体10〜20重量%、膨潤性粘
土4〜10重量%、残部が混和材からなる中込材用組成
物100重量部に対して水が70〜80重量部からな
り、該混和材が高炉スラグ粉末、ポゾラン及び岩石粉末
から選ばれた少なくとも1種類の混和材からなることを
特徴とする請求項1に記載の電路管用中込材。
2. 70 to 80 parts by weight of water based on 10 to 20% by weight of a hydraulic powder, 4 to 10% by weight of a swelling clay, and 100 parts by weight of a filling material composed of an admixture. 2. The filling material for a conduit according to claim 1, wherein said admixture comprises at least one admixture selected from blast furnace slag powder, pozzolan, and rock powder.
【請求項3】 膨潤性粘土がA.C.C法(Ameri
can CollidCampany規格)による膨潤
度が5〜40のベントナイトである請求項1又は2に記
載の電路管用中込材。
3. The method of claim 1, wherein the swelling clay is A.I. C. Method C (Ameri
The filling material for a conduit tube according to claim 1 or 2 , which is a bentonite having a swelling degree of 5 to 40 according to a Can Collided Company standard.
【請求項4】 膨潤性粘土が、アンドレアゼンピペット
により測定した粒子径2μm以下の粒子が80重量%以
上で構成されたベントナイトである請求項,2又は3
記載の電路管用中込材。
4. The swellable clay, claim the following particle diameter 2μm, measured by the Andreasen pipette is bentonite, which is composed of 80 wt% or more 1, 2 or 3
The inlaying material for the conduit described.
【請求項5】 水硬性粉体、混和材、膨潤性粘土からな
る中込材用組成物であって、該混和材が高炉スラグ粉
末、ポゾラン及び岩石粉末から選ばれた少なくとも1種
類の混和材からなり、かつ水硬性粉体が10〜20重量
%、膨潤性粘土が4〜10重量%、残部が混和材からな
請求項1に記載の中込材に用いる電路管用中込材用組
成物。
5. A composition for a filling material comprising a hydraulic powder, an admixture, and a swelling clay, wherein the admixture comprises at least one admixture selected from blast furnace slag powder, pozzolan, and rock powder. 2. The composition for an electric line tube according to claim 1, wherein the hydraulic powder is 10 to 20% by weight, the swelling clay is 4 to 10% by weight, and the balance is an admixture. 3.
【請求項6】 膨潤性粘土がA.C.C法(Ameri
can CollidCampany規格)による膨潤
度が5〜40のベントナイトである請求項5記載の電路
管用中込材用組成物。
6. The swelling clay according to claim 1, wherein the swelling clay is A.I. C. Method C (Ameri
The composition for a filling material for an electric conduit according to claim 5, wherein the composition is bentonite having a swelling degree of 5 to 40 according to a Can Collid Company standard.
【請求項7】 膨潤性粘土が、アンドレアゼンピペット
により測定した粒子径2μm以下の粒子が80重量%以
上で構成されたベントナイトである請求項5又は6記載
の電路管用中込材用組成物。
7. The composition according to claim 5, wherein the swellable clay is bentonite composed of 80% by weight or more of particles having a particle size of 2 μm or less as measured by an Andreazen pipette.
JP18219497A 1997-07-08 1997-07-08 Composition for filling material and filling material Expired - Lifetime JP2989567B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18219497A JP2989567B2 (en) 1997-07-08 1997-07-08 Composition for filling material and filling material

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JP2989567B2 true JP2989567B2 (en) 1999-12-13

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4655418B2 (en) * 2001-06-14 2011-03-23 株式会社大林組 Cementitious composition
JP4535724B2 (en) * 2003-12-26 2010-09-01 太平洋マテリアル株式会社 Low exothermic intermediate material
JP4535723B2 (en) * 2003-12-26 2010-09-01 太平洋マテリアル株式会社 Medium insert
JP2006096598A (en) * 2004-09-29 2006-04-13 Asanuma Corp Electric power duct filling-in method of construction
JP4490796B2 (en) * 2004-11-22 2010-06-30 太平洋セメント株式会社 Low thermal resistance slurry material for underground power transmission
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
JP7115886B2 (en) * 2018-03-30 2022-08-09 太平洋セメント株式会社 Method for Predicting Strength Development of Ground Improvement Soil

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