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JPH0260484B2 - - Google Patents
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JPH0260484B2 - - Google Patents

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Publication number
JPH0260484B2
JPH0260484B2 JP9973586A JP9973586A JPH0260484B2 JP H0260484 B2 JPH0260484 B2 JP H0260484B2 JP 9973586 A JP9973586 A JP 9973586A JP 9973586 A JP9973586 A JP 9973586A JP H0260484 B2 JPH0260484 B2 JP H0260484B2
Authority
JP
Japan
Prior art keywords
mortar
mounting plate
pouring
formwork
cement
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
Application number
JP9973586A
Other languages
Japanese (ja)
Other versions
JPS62256608A (en
Inventor
Toshiro Suzuki
Isao Kubodera
Shigeji Takahashi
Masahiko Uchama
Takehiko Yamada
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.)
TOMOEGUMI TETSUKOSHO KK
Original Assignee
TOMOEGUMI TETSUKOSHO 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 TOMOEGUMI TETSUKOSHO KK filed Critical TOMOEGUMI TETSUKOSHO KK
Priority to JP9973586A priority Critical patent/JPS62256608A/en
Publication of JPS62256608A publication Critical patent/JPS62256608A/en
Publication of JPH0260484B2 publication Critical patent/JPH0260484B2/ja
Granted legal-status Critical Current

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  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

〔産業上の利用分野〕 この発明はモルタル、コンクリートスラリー等
のセメント、骨材等に水を添加混練してなつたセ
メント組成物(以下、モルタル類と呼ぶ)の打設
方法に関する。 〔発明が解決しようとする問題点〕 モルタル類の硬化体の内部には沢山の空隙
(0.5mm以上)が存在し、これが硬化体の物性を低
下させる大きな要因となつている。また、モルタ
ル類硬化体の強度向上を図るため、水セメント比
を低く押さえたモルタル類を用いる試みもある
が、低水セメント比のモルタル類は流動性が乏し
いので通常の打設方方法では空隙を一層増大させ
る傾向があり、流動化を高める手段が必要とな
る。 この発明は上記事情に鑑みなされたものであ
る。その目的は強度および物性に悪影響を与える
エントラツプエアーと称される比較的大きな空隙
(0.5mm以上)を効果的に取り除くこと、および、
水セメント比が低いモルタル類であつても、打設
時の流動性を高め、打設して得られた硬化体中の
空隙を著しく低減せしめて、高強度を付与するこ
とができるセメント組成物の打設方法を提案する
にある。 〔問題点を解決するための手段〕 このモルタル類の打設方法はセメント、骨材等
に水を添加混練りしてなつたモルタル類を多数の
透孔がある載置板の上にのせ、この載置板に振動
を与え前記モルタル類を透孔を通して落下せしめ
て打設することを特徴とする。 以下、この方法を第1,2,3図に示す実験例
により説明する。第1図において、平らな底面を
もつ横置の型枠1の底面に、多数の透孔3を有す
る載置板2を配置し、昇降する架台4に載置して
ある棒状バイブレーター5の横方向に張出した振
動棒6と載置板2とを載置板2の上面中央に突設
した連結杆7を介して連結し、打設装置を組立て
る。 この状態において載置板2の上にモルタル類8
をのせ、バイブレーター5を作動して載置板2に
振動を与え、同時に徐々に載置板2を上方に引き
上げる。載置板2上のモルタル類8は透孔3を通
つて下方の型枠1内に落下する。型枠1内のモル
タル類8の表面の上昇速度に見合つた速度で引続
き載置板2を徐々に引き上げてゆき、第3図のご
とく所定量のモルタル類8を型枠1内に打設す
る。なお、打設終了時において、モルタル類8の
上面には透孔3に対応する位置に凸部8が形成さ
れる。また、打設に際しては既に打出されたモル
タル面にできるだけ載置板の透孔3を近づけ連続
的に打設するのが好ましい。 この打設方法で用いる孔あき板の透孔の形状は
円形断面のほか、三角、四角形の多角形断面のも
のも用いられ、その径は数mm〜数cmであり、モル
タル類の骨材径、スランプ値等を考慮して選定さ
れる。例えば後述する実験例の実験No.、の砂
粒径D≦1.2mmのモルタルの場合透孔は孔径7.8
mm、円形断面が好適であつた。振動数は6000〜
14.000vpm程度の範囲であり後述する実験例にお
いては、12.000vpmの振動で好適な結果を得た。 〔作用〕 モルタル類は静止状態では固体粒子が互いに接
触して安定しているが、この打設方法ではモルタ
ル類は振動を受けつつ、載置板の上から透孔を通
つて落下する過程において、激しい振動を伴う押
込め力を受け固体粒子のかみ合いが離れてせん断
力に対する抵抗が失なわれ、液状化して流動性が
著しく大となる。従つて、モルタル類中の気泡の
脱泡が促進され、型枠内に充填打設する際にも欠
陥部を生じることなく、空隙が極めて少ない硬化
体をつくることができる。 〔実施例〕 第1表に示す組成・性質のモルタルをつくり、
前記第1,2,3図に示した打設方法で打設硬化
せしめて試験体をつくつた。また、同時に手づき
により打設して比較例の試験体をつくり比較し
た。
[Industrial Field of Application] The present invention relates to a method for placing cement compositions (hereinafter referred to as mortars) made by adding water to cement, aggregate, etc., such as mortar and concrete slurry, and kneading them. [Problems to be Solved by the Invention] There are many voids (0.5 mm or more) inside the cured product of mortar, which is a major factor in reducing the physical properties of the cured product. In addition, in order to improve the strength of the hardened mortar, some attempts have been made to use mortars with a low water-cement ratio, but mortars with a low water-cement ratio have poor fluidity, so they cannot be placed with the usual casting method. This tends to further increase the fluidization, and means to increase fluidization are required. This invention was made in view of the above circumstances. The purpose is to effectively remove relatively large voids (0.5 mm or more) called entrapment air that adversely affect strength and physical properties, and
A cement composition that can impart high strength even to mortars with a low water-to-cement ratio by increasing fluidity during pouring and significantly reducing voids in the hardened material obtained by pouring. The purpose is to propose a method of pouring. [Means for solving the problem] This method of placing mortar is to place mortar made by adding water to cement, aggregate, etc. and kneading it on a mounting plate with many through holes. The method is characterized in that the mounting plate is vibrated and the mortar is caused to fall through the through hole and placed. This method will be explained below using experimental examples shown in FIGS. 1, 2, and 3. In FIG. 1, a mounting plate 2 having a large number of through holes 3 is placed on the bottom of a horizontal formwork 1 with a flat bottom, and a bar-shaped vibrator 5 placed on a platform 4 that moves up and down is placed on the bottom of a horizontally placed formwork 1. The vibrating rod 6 extending in the direction and the mounting plate 2 are connected via a connecting rod 7 projecting from the center of the upper surface of the mounting plate 2 to assemble the driving device. In this state, mortar 8 is placed on the mounting plate 2.
The vibrator 5 is activated to vibrate the mounting plate 2, and at the same time, the mounting plate 2 is gradually pulled upward. The mortar 8 on the mounting plate 2 passes through the through hole 3 and falls into the formwork 1 below. The mounting plate 2 is gradually raised at a speed commensurate with the rising speed of the surface of the mortar 8 in the formwork 1, and a predetermined amount of mortar 8 is cast into the formwork 1 as shown in Fig. 3. . Incidentally, at the end of pouring, a convex portion 8 is formed on the upper surface of the mortar 8 at a position corresponding to the through hole 3. Further, when pouring, it is preferable to continuously pour the through holes 3 of the mounting plate as close as possible to the already hammered mortar surface. The shape of the holes in the perforated plate used in this pouring method is not only a circular cross section, but also a triangular or square polygonal cross section, with a diameter of several mm to several cm, and the diameter of the mortar aggregate. , slump value, etc. are considered. For example, in the case of mortar with sand grain size D≦1.2 mm in Experiment No. of the experimental example described later, the hole diameter is 7.8 mm.
mm, a circular cross section was suitable. The vibration frequency is 6000~
The range was around 14,000 vpm, and in the experimental examples described later, suitable results were obtained with vibrations of 12,000 vpm. [Function] When mortar is at rest, the solid particles are in contact with each other and are stable. However, with this casting method, the mortar is subjected to vibrations, and in the process of falling from the top of the mounting plate through the through hole. , the solid particles become disengaged due to the indentation force accompanied by intense vibrations, lose resistance to shearing force, and become liquefied, resulting in significantly increased fluidity. Therefore, the defoaming of air bubbles in the mortar is promoted, and a cured product with extremely few voids can be produced without producing any defects when filling and pouring into a mold. [Example] Mortar with the composition and properties shown in Table 1 was made,
Test specimens were prepared by casting and curing using the casting method shown in FIGS. 1, 2, and 3 above. At the same time, a test specimen of a comparative example was made by hand pouring and compared.

【表】 実験例および比較例でつくつた試験体の空隙
率、みかけ比重、曲げ強度および圧縮強度を第2
表に示す。
[Table] The porosity, apparent specific gravity, bending strength, and compressive strength of the test specimens made in the experimental examples and comparative examples were
Shown in the table.

【表】【table】

〔展開項目〕[Development items]

たの打設方法を実用スケールで実施するに好適
な打設装置の一例を第11図に示した。この装置
は、横置きの型枠1の底面と略等しい形状、面積
の載置板2を有し、載置板2は振動機10,10
および振動遮断機11が装着してある吊り台12
の下に水平に取付けてあり、揚重機に係止吊り下
げられて昇降自在となしてある。打設すべきモル
タル類8は載置板2の上面に送り込み、振動機1
0を作動して載置板2に振動を与えてモルタル類
8を透孔3から型枠1内に落下せしめる。載置板
2は打出されたモルタル類8の面の上昇に見合つ
た速度で、モルタル類面に接近した状態を保ちつ
つ、揚重機により上昇せしめ、所定量のモルタル
類8を型枠1内に打設する。 〔発明の効果〕 この発明は以上の通りであり、この方法による
とモルタル類硬化体中の空隙を著しく低減せしめ
て、高い強度を発現せしめることができる。また
簡易な装置を用い、作業性よくモルタ類を打設で
きる長所を備えている。なお、打設したモルタル
表面にはそのままの状態では凸部が形成されるの
で、仕上材を塗布する場合などでは取り付け易
い。
FIG. 11 shows an example of a pouring device suitable for carrying out the other pouring method on a practical scale. This device has a mounting plate 2 having approximately the same shape and area as the bottom surface of a horizontally placed formwork 1, and the mounting plate 2 has vibrators 10, 10
and a hanging stand 12 on which a vibration isolator 11 is attached.
It is installed horizontally under the roof, and is suspended from a lifting machine so that it can be raised and lowered freely. The mortar 8 to be placed is fed onto the top surface of the mounting plate 2, and the vibrator 1
0 is activated to give vibration to the mounting plate 2 and cause the mortar 8 to fall from the through hole 3 into the formwork 1. The mounting plate 2 is raised by a lifting machine at a speed commensurate with the rise of the surface of the mortar 8 while remaining close to the surface of the mortar, and a predetermined amount of mortar 8 is placed inside the formwork 1. Pour concrete. [Effects of the Invention] The present invention is as described above. According to this method, voids in a cured mortar can be significantly reduced and high strength can be developed. It also has the advantage of being able to cast mortar with good workability using a simple device. It should be noted that since convex portions are formed on the surface of the cast mortar as it is, it is easy to attach it when applying a finishing material.

【図面の簡単な説明】[Brief explanation of drawings]

第1,2,3図は実験例の打設方法、装置を工
程順に一部断面で示す図面、第4,5,6,7,
8図はそれぞれ実験No.、、、、の空隙
直径と空隙面積積算値との相関グラフ、第9,1
0図はそれぞれ実験No.、の空隙直径と空隙数
との相関グラフ、第11図はこの打設方法を実用
スケールで実施するに適した打設置図の縦断面
図、第12,13,14,15,16図a,bは
それぞれ実験No.、、、、の実験例およ
び比較例の試験体の表面粒子構造を示す写真であ
る。 1……型枠、2……載置板、3……透孔、4…
…架台、5……棒状バイブレーター、6……振動
棒、7……連結杆、8……モルタル類、9……凸
部、10……発振機、11……振動遮断機、12
……吊り台。
Figures 1, 2, and 3 are partial cross-sectional views of the experimental pouring method and equipment in the order of the steps; Figures 4, 5, 6, 7,
Figure 8 is a correlation graph between the void diameter and integrated void area for Experiment Nos. 9 and 1, respectively.
Figure 0 is a correlation graph between the cavity diameter and the number of cavities for each experiment No., Figure 11 is a vertical cross-sectional view of a pouring installation diagram suitable for implementing this pouring method on a practical scale, and Figures 12, 13, and 14 are Figures 15 and 16 a and b are photographs showing the surface particle structure of the test specimens of Experimental Examples and Comparative Examples, respectively. 1...Formwork, 2...Placement plate, 3...Through hole, 4...
... Frame, 5 ... Rod-shaped vibrator, 6 ... Vibration rod, 7 ... Connection rod, 8 ... Mortar, 9 ... Convex part, 10 ... Oscillator, 11 ... Vibration isolator, 12
...Hanging stand.

Claims (1)

【特許請求の範囲】[Claims] 1 セメント、骨材等に水を添加混練りしてなつ
たセメント組成物を、多数の透孔がある載置板の
上にのせ、この載置板に振動を与え前記セメント
組成物を透孔を通し落下せしめて打設することを
特徴とするセメント組成物の打設方法。
1. A cement composition obtained by adding and kneading water to cement, aggregate, etc. is placed on a mounting plate with many through holes, and vibration is applied to this mounting plate to cause the cement composition to pass through the holes. 1. A method for placing a cement composition, the method comprising placing a cement composition by allowing it to fall through.
JP9973586A 1986-04-30 1986-04-30 Method of placing cement composition Granted JPS62256608A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9973586A JPS62256608A (en) 1986-04-30 1986-04-30 Method of placing cement composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9973586A JPS62256608A (en) 1986-04-30 1986-04-30 Method of placing cement composition

Publications (2)

Publication Number Publication Date
JPS62256608A JPS62256608A (en) 1987-11-09
JPH0260484B2 true JPH0260484B2 (en) 1990-12-17

Family

ID=14255299

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9973586A Granted JPS62256608A (en) 1986-04-30 1986-04-30 Method of placing cement composition

Country Status (1)

Country Link
JP (1) JPS62256608A (en)

Also Published As

Publication number Publication date
JPS62256608A (en) 1987-11-09

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