Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP2594982B2 - Lining method - Google Patents
[go: Go Back, main page]

JP2594982B2 - Lining method - Google Patents

Lining method

Info

Publication number
JP2594982B2
JP2594982B2 JP27574387A JP27574387A JP2594982B2 JP 2594982 B2 JP2594982 B2 JP 2594982B2 JP 27574387 A JP27574387 A JP 27574387A JP 27574387 A JP27574387 A JP 27574387A JP 2594982 B2 JP2594982 B2 JP 2594982B2
Authority
JP
Japan
Prior art keywords
cement
mortar
pipe
weight
parts
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
JP27574387A
Other languages
Japanese (ja)
Other versions
JPH01118406A (en
Inventor
一行 水島
泰之 中西
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.)
Denka Co Ltd
Original Assignee
Denki Kagaku Kogyo KK
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 Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP27574387A priority Critical patent/JP2594982B2/en
Publication of JPH01118406A publication Critical patent/JPH01118406A/en
Application granted granted Critical
Publication of JP2594982B2 publication Critical patent/JP2594982B2/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

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)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【発明の詳細な説明】 <産業上の利用分野> 本発明は重力倍数20以下の中・低速で回転する管の内
面をセメントモルタルでライニングした際に、発生する
レイタンス量を抑制し、セメントモルタルのダレを防止
するライニング方法に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial application field> The present invention suppresses the amount of latence generated when lining the inside of a pipe rotating at a medium / low speed with a gravity multiple of 20 or less with cement mortar. The present invention relates to a lining method for preventing dripping.

<従来の技術とその問題点> 従来鋼管又は鋳鉄管等管の内面にセメントモルタルを
ライニングするためには、セメントモルタルを管の内面
に均等に振付け、次いで管を通常、重力倍数20以上(40
前後が一般的)の高速で回転し、セメントモルタルを管
の内面に強く遠心圧着する方法が採用されていた。とこ
ろがこのように重力倍数が高い遠心力、即ち、高遠心力
を、特に大口径の管に作用させるためには、管の撓み防
止用の補強タイヤを取り付けねばならない等の煩雑さを
伴つたり、騒音公害又は振動による管の飛び出しなどで
人身事故の発生等の問題が生ずる。この問題解決のた
め、カルシウムアルミネートと石膏を使用して低速で遠
心成型する方法が提案されているが、セメントモルタル
の硬化時間の調節等で、実用上問題を生じた(特公昭58
−25569号公報)。
<Conventional technology and its problems> In order to line cement mortar on the inner surface of a conventional steel pipe or cast iron pipe, the cement mortar is evenly sprinkled on the inner surface of the pipe, and then the pipe is usually subjected to a gravity multiple of 20 or more (40 times or more).
(The front and back are common) and a method of rotating the cement mortar strongly and centrifugally pressing the inner surface of the pipe was adopted. However, such a centrifugal force having a high gravity multiple, that is, a high centrifugal force, particularly in order to act on a large-diameter pipe, involves complicated steps such as the need to attach a reinforcing tire for preventing bending of the pipe, Problems such as the occurrence of personal injury occur due to noise pollution or popping out of pipes due to vibration. In order to solve this problem, a method of centrifugal molding at a low speed using calcium aluminate and gypsum has been proposed. However, a practical problem has arisen due to adjustment of the setting time of cement mortar (Japanese Patent Publication No.
-25569).

本発明者らが前記問題点を解決すべく種々検討した結
果、管の内面に振り付けたセメントモルタルが低速回転
でも管の内面に付着し、時間経過によつてセメントモル
タルがズリおち筋がつく、いわゆるダレを起こさないセ
メントモルタルライニング管を作るには、特定のセメン
ト硬化促進材を混和したセメントモルタルを低速でライ
ニングすることにより、レイタンスが少なく、セメント
モルタルのだれも起きず、長期に安定なセメントモルタ
ルライニング管が成形できることを見い出し本発明を完
成するに到つた。
As a result of various studies by the present inventors to solve the above problems, the cement mortar sprinkled on the inner surface of the pipe adheres to the inner surface of the pipe even at a low speed rotation, and the cement mortar is streaked with time. To make a cement mortar lining pipe that does not cause so-called sagging, cement mortar mixed with a specific cement hardening accelerator is lined at low speed, so that there is little latence, no cement mortar occurs, and long-term stable cement mortar The present inventors have found that a mortar lining tube can be formed, and have completed the present invention.

<問題点を解決するための手段> 即ち、本発明は、硫酸アルミニウムとアルカリ金属硫
酸塩からなるセメント硬化促進材を含有したセメントモ
ルタルを用い、重力倍数20以下で回転する管の内面に該
セメントモルタルを振付けることを特徴とする管内面の
ライニング方法である。
<Means for Solving the Problems> That is, the present invention uses a cement mortar containing a cement hardening accelerator composed of aluminum sulfate and an alkali metal sulfate, and attaches the cement to the inner surface of a pipe rotating at a gravity multiple of 20 or less. This is a lining method for the inner surface of a pipe, which is characterized by chopping mortar.

以下詳しく本発明を説明する。 Hereinafter, the present invention will be described in detail.

本発明に係るセメントとしては、各種ポルトランドセ
メントや各種混合セメントいずれの使用も可能である。
As the cement according to the present invention, any of various portland cements and various mixed cements can be used.

又、本発明で使用するセメント硬化促進材(以下促進
材という)は硫酸アルミニウム及びアルカリ金属硫酸塩
よりなるものである。
The cement hardening accelerator used in the present invention (hereinafter referred to as "accelerator") is composed of aluminum sulfate and alkali metal sulfate.

硫酸アルミニウム(以下硫酸Alという)としては無水
物又は水和物(例えばAl2(SO4・12〜18H2O)のい
ずれでも使用できる。
As the aluminum sulfate (hereinafter, referred to as aluminum sulfate), any of an anhydride and a hydrate (for example, Al 2 (SO 4 ) 3 .12 to 18H 2 O) can be used.

硫酸Alの粒度は、0.5mm以下が好ましく、0.25mm以下
がさらに好ましい。
The particle size of Al sulfate is preferably 0.5 mm or less, more preferably 0.25 mm or less.

使用するアルカリ金属硫酸塩(以下アルカリ塩とい
う)としては硫酸ナトリウム、硫酸カリウム(以下各々
硫酸Na,硫酸Kという)が有り、併用することも可能で
ある。アルカリ塩は通常のものが使用できるが、作業性
及び強度発現の面から硫酸Naの使用が好ましい。
As the alkali metal sulfate (hereinafter referred to as an alkali salt) to be used, there are sodium sulfate and potassium sulfate (hereinafter referred to as sodium sulfate and K, respectively), which can be used in combination. Usable alkali salts can be used, but use of sodium sulfate is preferred in view of workability and strength development.

促進材の使用割合は、セメント100重量部に対し0.5〜
7重量%が好ましく、1〜5重量部が更に好ましい。0.
5重量部未満であると初期の凝結促進効果が無く、7重
量部を越えると、セメントの凝結が促進され、作業性等
問題が生ずる。
The proportion of the accelerator used is 0.5 to 100 parts by weight of cement.
It is preferably 7% by weight, more preferably 1 to 5 parts by weight. 0.
If the amount is less than 5 parts by weight, there is no initial setting promotion effect, and if it exceeds 7 parts by weight, the setting of the cement is promoted and problems such as workability arise.

また硫酸Alに対するアルカリ塩の使用の割合は、硫酸
Alの2重量倍以下が好ましい。2重量倍を越えると、初
期凝結が遅れ、初期の強度発現も悪くなる。
The ratio of the use of the alkali salt to the aluminum sulfate is
It is preferably at most 2 times the weight of Al. When the amount exceeds 2 times by weight, the initial setting is delayed, and the initial strength expression is deteriorated.

促進材の混合方法としては、1)あらかじめセメント
と混合する。2)セメントモルタル(以下、モルタルと
いう)混練時混合する。3)モルタル混練り後任意の時
間、例えば、1時間以内に添加する。4)促進材をスラ
リーとして混合する。等のいずれの方法でも可能であ
る。
As a method of mixing the accelerator, 1) the cement is mixed in advance with the cement. 2) Mixing at the time of kneading cement mortar (hereinafter referred to as mortar). 3) Add arbitrarily after kneading the mortar, for example, within one hour. 4) Mix the accelerator as a slurry. And so on.

本発明において、凝結調節材(以下調節剤という)を
併用することもできる。
In the present invention, a setting regulator (hereinafter referred to as a regulator) may be used in combination.

調節剤としてはホウ酸、リン酸、ケイフツ化物及びそ
れらの塩等の無機化合物、クエン酸、酒石酸及び、グル
コン酸等のオキシカルボン酸あるいはその塩等を併用す
ることもできる。
Inorganic compounds such as boric acid, phosphoric acid, fluorinated compounds and salts thereof, citric acid, tartaric acid, oxycarboxylic acids such as gluconic acid and salts thereof can also be used in combination as regulators.

更に必要に応じ、一般市販のセメント減水剤、例え
ば、β−ナフタレンスルホン酸ホルマリン縮合物の塩や
メラミンスルホン酸塩等を使用することは強度増進の面
で好ましい。
Further, if necessary, it is preferable to use a commercially available cement water reducing agent, for example, a salt of β-naphthalenesulfonic acid formalin condensate, a melamine sulfonate, or the like, from the viewpoint of increasing strength.

モルタルとしては、セメントと促進材に任意量の細骨
材と水とを配合して混練物とし、遠心成形可能なモルタ
ル(例えばフロー値として180〜280mm)とする。又前記
材料に市販のセメント膨張材、例えばカルシウムアルミ
ネートと石膏からなるもの、具体的には商品名「デンカ
CSA」など、を混和することにより鋼管等とモルタルの
接着性及びモルタルの長期安定性を向上することができ
る。
As the mortar, an arbitrary amount of fine aggregate and water are blended with cement and an accelerating material to form a kneaded product, and the mortar can be centrifugally formed (for example, a flow value of 180 to 280 mm). In addition, commercially available cement expanders such as calcium aluminate and gypsum are used as the above-mentioned materials.
By mixing CSA or the like, it is possible to improve the adhesion between the mortar and the steel pipe or the like and the long-term stability of the mortar.

これらの各材料の使用割合はセメント100重量部;セ
メント硬化促進材0.5〜7重量部、好ましくは1〜5重
量部;セメント膨張材15重量部以下、好ましくは5〜10
重量部;細骨材100〜500重量部、好ましくは150〜300重
量部;水30〜300重量部、好ましくは40〜70重量部であ
る。
The proportion of each of these materials used is 100 parts by weight of cement; 0.5 to 7 parts by weight, preferably 1 to 5 parts by weight of cement hardening accelerator; 15 parts by weight or less, preferably 5 to 10 parts by weight of cement expander.
Parts by weight; 100 to 500 parts by weight of fine aggregate, preferably 150 to 300 parts by weight; water 30 to 300 parts by weight, preferably 40 to 70 parts by weight.

混練り方法としては全材料を一度に混合するか又はモ
ルタルを混練り後任意の時間、好ましくは1時間以内に
セメント硬化促進材を添加してもよい。このように混練
されたモルタルを管内面に均等に振り付け、重力倍数20
以下で遠心圧着する、その厚さは限定されるものではな
いが好ましくは3〜20mm程度でよい。
As a kneading method, all the materials may be mixed at once, or a cement hardening accelerator may be added at an arbitrary time after kneading the mortar, preferably within one hour. The mortar kneaded in this manner is evenly sprinkled on the inner surface of the pipe, and the gravity multiple is 20.
In the following, centrifugal compression is performed. The thickness thereof is not limited, but is preferably about 3 to 20 mm.

成形は低速で回転している管内にモルタルを振付け、
バー掛けで表面を均等とした後、中速例えば重力倍数20
以下、好ましくは8〜15で、60分以内、好ましくは30分
以内で行つた後終了とすると、特に遠心時間は限定され
るものではない。
For molding, mortar is sprinkled in a tube rotating at low speed,
After uniforming the surface with a bar, medium speed, for example, gravity multiple 20
Hereinafter, if it is performed preferably within 8 to 15 and within 60 minutes, preferably within 30 minutes, and then terminated, the centrifugation time is not particularly limited.

このようにライニングされたモルタルライニング管を
蒸気養生することによりそり担当の効果がある。
By steam-curing the mortar-lined pipe lined in this way, there is an effect in charge of the sled.

さらには粗骨材等を混合しコンクリートとしコンクリ
ートヒューム管の製造に使用できる。
Furthermore, it can be used for the production of concrete fume pipes by mixing coarse aggregate and the like into concrete.

<実施例> 次に実施例をあげて、さらに本発明を説明する。<Example> Next, the present invention will be further described with reference to examples.

実施例1 普通ポルトランドセメント(電気化学工業社製)93重
量部、表に示す促進剤7重量部、細骨材230重量部(姫
川産天然砂FM=2.7)、水53重量部を混練りしてモルタ
ルとした。
Example 1 93 parts by weight of ordinary Portland cement (manufactured by Denki Kagaku Kogyo Co., Ltd.), 7 parts by weight of the accelerator shown in the table, 230 parts by weight of fine aggregate (Natural sand from Himekawa FM = 2.7), and 53 parts by weight of water were kneaded. Mortar.

次に該モルタルを内径255m/m、長さ500m/mの鉄管の内
面に厚さ2cm1.3kg振付け、重力倍数5で5分、重力倍数
12で10分遠心した。該ライニングした管を室内に放置
し、モルタルのだれ及び締まり状態、レイタンスの厚み
を調べた。但し、実験No.12はさらに重力倍数40で5分
間遠心を行なつた。
Next, the mortar was sprinkled on an inner surface of an iron tube having an inner diameter of 255 m / m and a length of 500 m / m at a thickness of 2 cm and a weight of 1.3 kg.
Centrifuged at 12 for 10 minutes. The lined tube was left in a room, and the dripping and tightness of the mortar and the thickness of the latence were examined. However, in Experiment No. 12, centrifugation was further performed at a gravity multiple of 40 for 5 minutes.

<使用材料> 硫酸Al:大明化学社製 硫酸Na:旭硝子社製 硫酸K:試薬一級 表からわかるように本発明の方法によればモルタルレ
イタンスの発生が抑えられ、低速遠心でもだれが生じな
い。
<Materials> Sulfuric acid Al: Daimei Chemical Co., Ltd.Na sulfate: Asahi Glass Co., Ltd. As can be seen from the table, according to the method of the present invention, the generation of mortar reitance is suppressed, and nobody is generated even by low-speed centrifugation.

<本発明の効果> 本発明によつて次の効果が得られる。<Effects of the Present Invention> According to the present invention, the following effects can be obtained.

1)低速遠心でも時間の経過によつてセメントモルタル
がズリおち筋がつく、いわゆるだれが生じない。
1) Even in low-speed centrifugation, the cement mortar does not form streaks with the passage of time, that is, so-called dripping does not occur.

2)レイタンス発生が少なく、また研摩後にシールコー
トを塗布しても剥離しない。
2) The occurrence of latency is small, and it does not peel off even if a seal coat is applied after polishing.

3)騒音が少ない。3) Low noise.

4)ノロ発生が少なく排水処理がかんたんである。4) The wastewater treatment is easy with less slag generation.

5)従来使用できなかつた高性能減水剤との併用が可能
である。
5) It can be used in combination with a high-performance water reducing agent that cannot be used conventionally.

6)モルタルの長期安定性が良い。6) The mortar has good long-term stability.

7)管の振動がなくなり、管の飛び出しなどの事故をな
くすことができる。
7) Vibration of the pipe is eliminated, and accidents such as popping out of the pipe can be eliminated.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】硫酸アルミニウムとアルカリ金属流酸塩か
らなるセメント硬化促進材を含有したセメントモルタル
を用い、重力倍数20以下で回転する管の内面に該セメン
トモルタルを振付けることを特徴とする管内面のライニ
ング方法。
1. A pipe inside a pipe, wherein a cement mortar containing a cement hardening accelerator composed of aluminum sulfate and an alkali metal hydrochloride is used, and the cement mortar is sprinkled onto the inner surface of a pipe rotating at a gravity multiple of 20 or less. Surface lining method.
JP27574387A 1987-11-02 1987-11-02 Lining method Expired - Lifetime JP2594982B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27574387A JP2594982B2 (en) 1987-11-02 1987-11-02 Lining method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27574387A JP2594982B2 (en) 1987-11-02 1987-11-02 Lining method

Publications (2)

Publication Number Publication Date
JPH01118406A JPH01118406A (en) 1989-05-10
JP2594982B2 true JP2594982B2 (en) 1997-03-26

Family

ID=17559775

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27574387A Expired - Lifetime JP2594982B2 (en) 1987-11-02 1987-11-02 Lining method

Country Status (1)

Country Link
JP (1) JP2594982B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101700677B (en) 2009-09-21 2012-04-25 芜湖新兴铸管有限责任公司 Centrifugal Ductile Iron Pipe Cement Lining Rapid Health Technology and Equipment

Also Published As

Publication number Publication date
JPH01118406A (en) 1989-05-10

Similar Documents

Publication Publication Date Title
JP7047634B2 (en) A method for producing an admixture for mortar / concrete, a cement composition containing the same, a mortar composition and a concrete composition, and a hardened mortar and a hardened concrete.
JP7014063B2 (en) A method for producing an admixture for mortar / concrete, a cement composition containing the same, a mortar composition and a concrete composition, and a hardened mortar and a hardened concrete.
JP4428590B2 (en) Ultra-high strength cement admixture and cement composition
JP2594982B2 (en) Lining method
JPS5825568B2 (en) Lining method
JP3037778B2 (en) Lining pipe and method of manufacturing the same
JPH10236860A (en) Sulfuric acid resistant cement composition
JP2816860B2 (en) Cement composition with adjusted particle size
JP2716758B2 (en) Cement admixture
JP2645364B2 (en) Spheroidized cement
JPS6234704B2 (en)
JPH0635132B2 (en) Vacuum defoaming method for cementitious materials
JPS5945626B2 (en) Cement-based self-leveling flooring
JP3150169B2 (en) Polymer cement composition
JP2005315413A (en) Mortar lining pipe and its manufacturing method
JPH0542527A (en) Manufacture of hydraulic compound
JPH0535100B2 (en)
JP2002087867A (en) Method of manufacturing cement material
JP3193063B2 (en) Slag reduction agent, centrifugal molded product using the same, and method for producing the same
JPH0558687A (en) Aggregate for mortar-concrete
JPH05105496A (en) Whitewash reducing agent for centrifugal casting
JPS5915106B2 (en) cement retarder
JPH0254292B2 (en)
JPS61186145A (en) Casting master die
JPH11171616A (en) Quick setting material and quick setting spraying cement concrete