JPH01282171A - Production of precast concrete member - Google Patents

Production of precast concrete member

Info

Publication number
JPH01282171A
JPH01282171A JP11304288A JP11304288A JPH01282171A JP H01282171 A JPH01282171 A JP H01282171A JP 11304288 A JP11304288 A JP 11304288A JP 11304288 A JP11304288 A JP 11304288A JP H01282171 A JPH01282171 A JP H01282171A
Authority
JP
Japan
Prior art keywords
cement
compsn
mold
precast concrete
heating
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP11304288A
Other languages
Japanese (ja)
Inventor
Toshiro Suzuki
敏郎 鈴木
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11304288A priority Critical patent/JPH01282171A/en
Publication of JPH01282171A publication Critical patent/JPH01282171A/en
Pending legal-status Critical Current

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  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE:To increase the rate of operation of equipment and to improve the quality of the title concrete member by regulating the consistency of a cement compsn. according to the amt. of cement milk to maintain a low water cement ratio and by keeping the cement compsn. warm in a mold without heating from the outside to carry out precuring and to shorten the time elapsed before the resulting member is released from the mold. CONSTITUTION:The consistency of a cement compsn. is regulated according to the amt. of cement milk to maintain a low water cement ratio of <=40%. The heat of hydration of cement in a stage for precuring the cement compsn. is utilized for heating the compsn. charged into a mold, so the hardening of the compsn. is accelerated without heating from the outside and the resulting precast concrete member is released from the mold after the lapse of a short precuring time.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は工場等においてプレキャストコンクリート部
材、例えばコンクリートパネル、ブロック等を製造する
方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method for manufacturing precast concrete members, such as concrete panels, blocks, etc., in a factory or the like.

〔発明が解決しようとする課8] プレキャストコンクリート部材を工場生産する場合、従
来一般にセメント組成物の型枠内への注入、初期養生お
よび脱型からなる工程を1日あるいは半日を単位にして
繰返し、型枠および付帯する工場設備の稼動率の向上を
図っている。この様な従来のプレキャストコンクリート
部材の製造法では、通常、水セメント比を45〜55%
となし、場合によっては早強セメントを用い、水蒸気養
生等により積極的に加熱して50〜60°Cに保ち初期
養生を施し、圧縮強度120〜150kg/d、曲げ強
度20〜30kg/ciliの脱型強度を得ていた。通
常この工程において型枠として熱伝導率が高い鋼製のも
のを用い、打設から脱型までの初期養生時間に、18時
間あるいは8時間(小形のもの)程度を必要とした。
[Problem 8 to be solved by the invention] When producing precast concrete members in a factory, conventionally, the process consisting of pouring a cement composition into a mold, initial curing, and demolding is generally repeated on a daily or half-day basis. We are working to improve the operating rate of formwork and associated factory equipment. In the conventional manufacturing method of such precast concrete parts, the water-cement ratio is usually 45 to 55%.
In some cases, early-strengthening cement is actively heated by steam curing, etc., and maintained at 50 to 60°C for initial curing to achieve a compressive strength of 120 to 150 kg/d and a bending strength of 20 to 30 kg/cili. It had good demolding strength. Usually, in this process, a mold made of steel with high thermal conductivity is used, and the initial curing time from pouring to demolding requires about 18 hours or 8 hours (for small molds).

すなわち、従来のプレキャストコンクリート部材の製造
法は、初期養生に水蒸気を用い硬化を促進する。このた
め、養生に要する設備コストおよびエネルギーコストの
負担が少な(なかった。
That is, the conventional manufacturing method of precast concrete members uses steam for initial curing to promote hardening. Therefore, the burden of equipment costs and energy costs required for curing was small.

この発明は上記事情に鑑みなされたものである。その目
的は、初期養生に水蒸気を用いることなく水蒸気養生時
と同等の短い養生時間で脱型して、設備およびエネルギ
ーコストの低減化を図ることができ、かつ製品品質が優
れたプレキャストコンクリート部材の製造法を提案する
にある。
This invention was made in view of the above circumstances. The purpose of this is to create precast concrete parts that can be demolded in a short curing time equivalent to that of steam curing without using steam for the initial curing, reducing equipment and energy costs, and offering superior product quality. We are proposing a manufacturing method.

〔課題を解決するための手段〕[Means to solve the problem]

このプレキャストコンクリート部材の製造法は、セメン
ト組成物の型枠内への注入、初期養生および脱型からな
る工程を1日以内の時間を単位に繰返すプレキャストコ
ンクリート部材の製造法において、前記セメント組成物
のコンシステンシイをセメントミルク量で調整して水セ
メント比を40%以下に保ち、外部から積極的に加熱す
ることなく保温して初期養生することを特徴とする。
This method of manufacturing a precast concrete member is a method of manufacturing a precast concrete member in which a process consisting of injecting a cement composition into a formwork, initial curing, and demolding is repeated in units of time within one day. The consistency is adjusted by adjusting the amount of cement milk to keep the water-cement ratio below 40%, and the initial curing is carried out by keeping warm without actively heating from the outside.

この発明は、セメント組成物の初期養生工程械鋳 におけるセメントの水和反応熱を型枠内圧入したセメン
ト組成物の昇温に利用し、外部から積極的に加熱するこ
となく、硬化を促進し、短い初期養生時間で脱型を可能
としたものである。
This invention utilizes the heat of the hydration reaction of cement during mechanical casting during the initial curing process of the cement composition to increase the temperature of the cement composition press-fitted into the mold, thereby promoting hardening without actively heating it from the outside. , which enabled demolding with a short initial curing time.

コンクリート、モルタル等のセメント組成物のコンシス
テンシイは、その剪断抵抗および流動速度に関するもの
であり、通常スランプで表わされ、一般に単位水量の多
少により調整されている。しかし、この製造法では水セ
メント比を所定の割合としたセメントミルクの増減によ
ってコンシステンシイを調整し、水セメント比を40%
以下に維持する。水セメント比が40%をこえると、通
常の配合割合のコンクリート等のセメント組成物では、
セメントの水和反応熱が不足し、型枠内に注入したセメ
ント組成物の昇温が不充分となり、硬化を促進して早期
に脱型を図ることがむずかしくなり好ましくない。
The consistency of cement compositions such as concrete and mortar is related to its shear resistance and flow rate, and is usually expressed by slump, and is generally adjusted by the amount of water per unit. However, in this manufacturing method, the consistency is adjusted by increasing or decreasing cement milk with the water-cement ratio set at a predetermined ratio, and the water-cement ratio is adjusted to 40%.
Keep below. When the water-cement ratio exceeds 40%, in cement compositions such as concrete with a normal mixing ratio,
The heat of the hydration reaction of the cement is insufficient, and the temperature of the cement composition injected into the mold is insufficient, which makes it difficult to accelerate hardening and remove the mold at an early stage, which is undesirable.

従来、初期養生において水蒸気加熱する場合は、型枠外
からの熱の伝導性を高めるために鋼製の型枠を用いてい
る。この製造法では、木製、プラスチック類の型枠ある
いは断熱層を積層した型枠等の低熱伝導性型枠を用い、
あるいは保温シートで覆ったり、型枠を断熱箱に収納す
る等の手段で保温し、外部から加熱することなく養生す
る。
Conventionally, when steam heating is used during initial curing, a steel formwork is used to increase the conductivity of heat from outside the formwork. This manufacturing method uses low thermal conductivity formwork, such as wooden or plastic formwork, or formwork with laminated insulation layers.
Alternatively, it can be cured without external heating by keeping it warm by covering it with a heat-insulating sheet or storing the formwork in an insulated box.

水セメント比が40%以下である低水セメント比のセメ
ント組成物を調合するには調合水を粒状氷となしセメン
トあるいはセメント骨材等の混合物に添加し撹拌混合す
ると好適である。
To prepare a cement composition with a low water-to-cement ratio, where the water-to-cement ratio is 40% or less, it is preferable to form the blended water into granular ice, add it to a mixture of cement or cement aggregate, and mix with stirring.

セメントあるいはセメント骨材等の混合物に粒状氷を加
え撹拌すると氷の一分が融解し、湿潤した粒状氷の周り
にセメントあるいはセメントと骨材等がまぶされた状態
となって容易に巨視的均一混合系となり、次いで粒状氷
の融解に伴い粒状氷が実質的に残存しない均−混合系の
組成物とすることができる。また、この組成物は水を用
い混練した組成物に比べ、調合時低温のために水和反応
が抑制されスランプ値が高く、同一の水セメント比で高
いワーカビリティーを得ることができる。
When granular ice is added to a mixture of cement or cement aggregate, etc. and stirred, a portion of the ice melts, and cement or cement and aggregate, etc., is sprinkled around the wet granular ice, which easily becomes macroscopic. It is possible to obtain a uniformly mixed system, and then, as the granular ice melts, a homogeneously mixed system composition in which substantially no granular ice remains can be obtained. Moreover, compared to a composition kneaded using water, this composition has a high slump value because the hydration reaction is suppressed due to the low temperature during preparation, and high workability can be obtained at the same water-cement ratio.

〔実施例〕〔Example〕

試験条件 コンクリートの調合:第1表の組成のコンクリートを1
00!!、PAN型ターボミキサーを用い、(セメント
+砂土砂利)混合物を2分間混合し、(調合水(氷ある
いは水)十混和剤)混合物を添加し2分間混練し、1回
の混線量が301のコンクリートをつくった。調合中の
室内気温は20″Cである。
Test conditions Concrete mixture: Concrete with the composition shown in Table 1
00! ! , Using a PAN type turbo mixer, mix the (cement + sand, gravel) mixture for 2 minutes, add the mixture (blended water (ice or water) and mixer) and mix for 2 minutes, and the amount of mixing at one time is 301. concrete was made. The room temperature during the preparation was 20''C.

型枠:圧縮試験用供試体は直径10CIIIX高さ20
cmの筒形型枠を用い、割裂引張試験用供試体は直径1
0cmx高さ10cmの筒形型枠を用いた。
Formwork: Specimen for compression test is diameter 10CIIIX height 20
A cylindrical formwork with a diameter of 1 cm was used, and the specimen for the splitting tensile test had a diameter of 1 cm.
A cylindrical formwork of 0 cm x height 10 cm was used.

初期養生:第1表の組成のコンクリートを注入した型枠
は上面開口部を塩化ビニリデン樹脂フィルムで覆い、実
施例は厚さ5cmのポリスチレン発泡体製の断熱箱に収
納し、比較例は雰囲気温度10〜15゛Cの室内に放置
した。
Initial curing: The upper opening of the formwork injected with concrete having the composition shown in Table 1 is covered with a vinylidene chloride resin film, and the example is stored in an insulating box made of polystyrene foam with a thickness of 5 cm, and the comparative example is placed at the ambient temperature. It was left in a room at 10-15°C.

17時間後に脱型し、得られた供試体は20分後に強度
測定に供した。17時間の初期養生終了時の前記断熱箱
の気温は約30°Cであった。
The mold was removed after 17 hours, and the resulting specimen was subjected to strength measurement after 20 minutes. At the end of the 17-hour initial curing, the temperature in the insulated box was about 30°C.

各供試体の強度測定結果は第2表の通りであっ第 1 
表  コンクリート組成 (単位kg/ボ) 第2表 初3tJ]養生 (17時間)後の硬化物物性 〔作 用〕 この発明は以上の構成からなる。この製造法は水蒸気等
により型枠外側から加熱することなく、保温して養生す
ることにより、水蒸気養生と同等にセメント組成物の硬
化を促進して早期脱型ができ、1日1回あるいは2回の
周期を単位にして型枠および付帯設備を稼動することが
可能となる。若干のセメント使用量は増大するが、この
ためのコストアップは労務費を伴なわず、水蒸気養生の
コストに比べ低廉である。水セメント比の低下は製品強
度の向上収縮率の低下等製品品質の向上に顕著に寄与す
る。
The strength measurement results for each specimen are shown in Table 2.
Table Composition of concrete (unit: kg/bo) Table 2 Physical properties of cured product after curing (initial 3 tJ) (17 hours) [Function] This invention consists of the above configuration. This manufacturing method uses steam to cure the cement composition without heating it from the outside of the mold, which accelerates the hardening of the cement composition in the same way as steam curing, allowing early removal from the mold once or twice a day. It becomes possible to operate the formwork and auxiliary equipment in units of cycles. Although the amount of cement used increases slightly, this increase in cost does not involve labor costs and is lower than the cost of steam curing. Decreasing the water-cement ratio significantly contributes to improving product quality, such as increasing product strength and reducing shrinkage.

なお、セメント組成物の調合水に粒状氷を用いると水セ
メント比が40%以下の低水セメント比であっても、容
易に均一な組成物をつくることができ、かつ良好なコン
システンシイとすることができ好適である。
Furthermore, if granular ice is used in the mixing water of the cement composition, even if the water-cement ratio is low (40% or less), a uniform composition can be easily made and a good consistency can be obtained. It is possible and suitable.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の通りである。この製造法によれば、外
部の熱エネルギーを消費することなく、プレキャストコ
ンクリート部材の脱型までの時間を短縮し、設備稼動率
の向上を達成できる。同時にプレキャストコンクリート
部材の品質の向上を図ることができる。
This invention is as described above. According to this manufacturing method, it is possible to shorten the time required to demold the precast concrete member and improve the equipment operating rate without consuming external thermal energy. At the same time, it is possible to improve the quality of precast concrete members.

Claims (1)

【特許請求の範囲】[Claims] (1)セメント組成物の型枠内への注入、初期養生およ
び脱型からなる工程を1日以内の時間を単位に繰返すプ
レキャストコンクリート部材の製造法において、前記セ
メント組成物のコンシステンシイをセメントミルク量で
調整して水セメント比を40%以下に保ち、外部から積
極的に加熱することなく保温して初期養生することを特
徴とするプレキャストコンクリート部材の製造法。
(1) In a method for manufacturing precast concrete members in which the steps of pouring a cement composition into a formwork, initial curing, and demolding are repeated in units of one day or less, the consistency of the cement composition is A method for producing precast concrete members characterized by adjusting the amount of milk to maintain a water-cement ratio of 40% or less, and performing initial curing by keeping warm without actively heating from the outside.
JP11304288A 1988-05-10 1988-05-10 Production of precast concrete member Pending JPH01282171A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11304288A JPH01282171A (en) 1988-05-10 1988-05-10 Production of precast concrete member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11304288A JPH01282171A (en) 1988-05-10 1988-05-10 Production of precast concrete member

Publications (1)

Publication Number Publication Date
JPH01282171A true JPH01282171A (en) 1989-11-14

Family

ID=14602012

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11304288A Pending JPH01282171A (en) 1988-05-10 1988-05-10 Production of precast concrete member

Country Status (1)

Country Link
JP (1) JPH01282171A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001162609A (en) * 1999-12-06 2001-06-19 Maeda Corp Method for manufacturing precast concrete member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001162609A (en) * 1999-12-06 2001-06-19 Maeda Corp Method for manufacturing precast concrete member
JP4526625B2 (en) * 1999-12-06 2010-08-18 前田建設工業株式会社 Method for producing precast concrete member

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