JPH04255302A - Deaerating method of concrete member - Google Patents

Deaerating method of concrete member

Info

Publication number
JPH04255302A
JPH04255302A JP1735791A JP1735791A JPH04255302A JP H04255302 A JPH04255302 A JP H04255302A JP 1735791 A JP1735791 A JP 1735791A JP 1735791 A JP1735791 A JP 1735791A JP H04255302 A JPH04255302 A JP H04255302A
Authority
JP
Japan
Prior art keywords
concrete
air bubbles
concrete member
formwork
rod
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.)
Granted
Application number
JP1735791A
Other languages
Japanese (ja)
Other versions
JP2501665B2 (en
Inventor
Masaharu Takahashi
高橋 正治
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.)
Haneda Concrete Industrial Co Ltd
Original Assignee
Haneda Concrete Industrial Co Ltd
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 Haneda Concrete Industrial Co Ltd filed Critical Haneda Concrete Industrial Co Ltd
Priority to JP1735791A priority Critical patent/JP2501665B2/en
Publication of JPH04255302A publication Critical patent/JPH04255302A/en
Application granted granted Critical
Publication of JP2501665B2 publication Critical patent/JP2501665B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To remove the bubbles on the front side of the concrete placed in a form without the occurrence of material-separation. CONSTITUTION:A rotatable rod 1 which has the length corresponding to the depth of a concrete member is put on the interface between the form F of the front side of the concrete C and the concrete C, and then said rod is moved along the surface of the form F, while it is rotated, whereby the whole concrete C is not vibrated, and then the bubbles on its front side are partially raised and is effectively removed without the occurrence of material-separation.

Description

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

【0001】0001

【産業上の利用分野】この発明は型枠内にコンクリート
を打設して製作されるコンクリート部材の、コンクリー
ト硬化前に表面側に存在する気泡による巣の発生を防止
する、コンクリート部材の気泡除去方法に関するもので
ある。
[Industrial Application Field] This invention is a method for removing air bubbles from concrete members, which prevents the formation of cavities due to air bubbles existing on the surface of concrete members manufactured by pouring concrete into formwork before the concrete hardens. It is about the method.

【0002】0002

【発明が解決しようとする課題】型枠への流し込みによ
るコンクリート部材の製造は現在、 JISに規定され
た原材料からなる、予め設定された計画調合を、現場に
おける材料の状態や計量の方法に応じて補正し、スラン
プ値が6±2cm〜8±2cm程度に、空気量が5±1
%程度に、また28日圧縮強度が300kgf/cm2
程度となるように検査,管理された生コンクリートを型
枠に打設した後、外部,または内部振動による締め固め
を行うことにより、形状,寸法,外観,配筋,耐力検査
共に適合した、均一なコンクリート製品を工場で生産す
る方法が採られている。
[Problem to be solved by the invention] Currently, the production of concrete parts by pouring into forms is based on a preset planned mixture made of raw materials specified by JIS, depending on the condition of the materials on site and the method of measurement. The slump value was adjusted to about 6±2cm to 8±2cm, and the air volume was adjusted to 5±1cm.
%, and the 28-day compressive strength is 300 kgf/cm2
After pouring the ready-mixed concrete into the formwork, which has been inspected and controlled to ensure the same level of consistency, it is compacted by external or internal vibration, resulting in uniform concrete that conforms to the shape, dimensions, appearance, bar arrangement, and strength test. The method used is to produce concrete products in factories.

【0003】ところが、最近ではコンクリート部材の適
用範囲の拡大に伴い、製品が大型化する傾向にあり、こ
れに対応して振動締め固め時の振幅と振動音も増大し、
コンクリート部材の大型化はこの騒音による工場内の作
業環境の低下と、近隣地域への影響等の新たな問題を生
んでおり、工場生産にはこの騒音に対する対策が不可欠
となっている。
However, in recent years, as the scope of application of concrete members has expanded, the products have tended to become larger, and the amplitude and vibration noise during vibration compaction have also increased accordingly.
The increasing size of concrete components is creating new problems such as the deterioration of the working environment in factories due to this noise and the impact on nearby areas, and countermeasures against this noise are essential for factory production.

【0004】この問題に対しては、例えばコンクリート
にフライアッシュ等の混和材を混合し、コンクリートの
流動性を増すことによって、振動を与えることなく、コ
ンクリートを打設したまま締め固めさせ、振動による締
め固めを不要化することで解決されるが、この締め固め
不要コンクリートはフロー値が60cm程度で、極めて
流動性が高く、骨材とペーストの分離を生じ易い性質を
持っているため、コンクリートの打設後にその表面に発
生する気泡を取り除くときはこの分離を起こさせないよ
う、細心の注意を払いながら作業する必要がある。
[0004] To solve this problem, for example, by mixing admixtures such as fly ash with concrete to increase the fluidity of the concrete, concrete can be compacted as it is poured without applying vibrations, and the concrete can be compacted while being poured. This can be solved by eliminating the need for compaction, but this non-compaction concrete has a flow value of about 60 cm, is extremely fluid, and has the property of easily causing separation of aggregate and paste. When removing air bubbles that form on the surface after pouring, extreme care must be taken to prevent this separation from occurring.

【0005】特に従来、打設後のコンクリート表面側の
気泡の除去は型枠面との間に板状の部品を差し込み、こ
れを上下動させることにより気泡を破壊する、という要
領で行われるため、流動性の高いコンクリートの場合は
材料分離を生じさせる可能性が高く、また効率的でもな
い。
[0005] Particularly, conventionally, air bubbles on the concrete surface side after pouring have been removed by inserting a plate-shaped part between the concrete surface and the formwork surface, and moving it up and down to destroy the air bubbles. , in the case of highly fluid concrete, there is a high possibility of material separation, and it is also not efficient.

【0006】この発明はこうした背景を踏まえてなされ
たもので、特に流動性の高いコンクリートを使用する場
合にも材料の分離を発生させることなく気泡を効果的に
除去する方法を新たに提案しようとするものである。
[0006] This invention was made based on this background, and attempts to propose a new method for effectively removing air bubbles without causing material separation, especially when using concrete with high fluidity. It is something to do.

【0007】[0007]

【課題を解決するための手段】本発明では型枠内に打設
されたコンクリートの表面側の型枠との境界面に、コン
クリート部材の深さに相当する長さを持つ回転棒を挿入
し、これを回転させながら型枠面に沿って移動させるこ
とにより、コンクリートの全体に振動を与えずに、コン
クリートの表面側に存在する気泡を部分的に上昇させ、
材料分離を発生させることなく効果的にこれを除去する
[Means for Solving the Problems] In the present invention, a rotating rod having a length corresponding to the depth of the concrete member is inserted into the interface between the surface side of the concrete placed in the formwork and the formwork. By rotating this and moving it along the formwork surface, the air bubbles existing on the surface side of the concrete are partially raised without imparting vibration to the entire concrete.
This is effectively removed without causing material separation.

【0008】コンクリートには振動による締め固めを必
要としない締め固め不要コンクリートの他、普通コンク
リートが使用され、また回転棒の周面に螺旋状の溝を形
成することにより気泡の上昇を促進させ、より効率的な
除去を行う。
[0008] For the concrete, in addition to non-compacting concrete that does not require compaction by vibration, ordinary concrete is used, and spiral grooves are formed on the circumferential surface of the rotating rod to promote the rise of air bubbles. Make removal more efficient.

【0009】[0009]

【実施例】以下本発明を一実施例を示す図面に基づいて
説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be explained below based on drawings showing one embodiment.

【0010】この発明は型枠F内にコンクリートCを打
設してコンクリート部材を製作する方法において、図1
に示すようにコンクリート部材の外観を構成する表面側
のコンクリートC中に、その硬化前にコンクリート部材
の深さに相当する長さを持つ回転棒1を挿入し、これを
回転させながら型枠F面に沿って移動させ、コンクリー
トCの表面側に発生する気泡を上昇させることによりこ
れを除去する方法である。コンクリートCは例えば水中
コンクリートとして使用される、スランプが大きく、フ
ロー値が40〜60cm程度の締め固め不要コンクリー
トの他、振動締め固めを必要とする普通コンクリートを
含む。
The present invention provides a method for manufacturing a concrete member by pouring concrete C into a formwork F, as shown in FIG.
As shown in the figure, a rotating rod 1 having a length corresponding to the depth of the concrete member is inserted into the concrete C on the surface side that makes up the appearance of the concrete member before it hardens, and while rotating it, the formwork F is inserted. This is a method of removing air bubbles generated on the surface side of concrete C by moving them along the surface and raising them. Concrete C includes, for example, concrete used as underwater concrete that has a large slump and a flow value of about 40 to 60 cm and does not require compaction, as well as ordinary concrete that requires vibration compaction.

【0011】作業要領を説明する。[0011] The work procedure will be explained.

【0012】まず、型枠Fに内に打設されたコンクリー
トCに、0分〜60分程度の前置き時間を与えた後、コ
ンクリートCの硬化前に回転棒1を挿入する。回転棒1
は図示するようにコンクリート部材の表面側の、型枠F
との境界面に、移動方向の一端にコンクリートCの下端
位置まで挿入される。
[0012] First, the concrete C poured into the formwork F is given a preparatory time of about 0 to 60 minutes, and then the rotary rod 1 is inserted before the concrete C hardens. Rotating rod 1
As shown in the figure, formwork F on the surface side of the concrete member
The concrete C is inserted at one end in the moving direction up to the lower end position at the interface with the concrete C.

【0013】回転棒1は5〜50mm程度の外径φを持
ち、10〜1500 rpm程度の回転能力を持つ電動
機2に接続され、電動機2ととともに型枠F面に沿い、
一定の深さと角速度を保ちながら低速で移動させられる
。回転棒1の外径φや,電動機2の駆動軸の回転数はコ
ンクリートCの性質やコンクリート部材の規模等に応じ
て調節され、例えばコンクリートCが軟らかければ細い
、硬ければ太い外径φの回転棒1が使用される。また回
転棒1の長さはコンクリート部材の深さに従って変えら
れる。
[0013] The rotating rod 1 has an outer diameter φ of about 5 to 50 mm and is connected to an electric motor 2 having a rotational capacity of about 10 to 1500 rpm.
It can be moved at low speed while maintaining a constant depth and angular velocity. The outer diameter φ of the rotary rod 1 and the rotation speed of the drive shaft of the electric motor 2 are adjusted according to the properties of the concrete C and the scale of the concrete member. For example, if the concrete C is soft, the outer diameter φ is thin, and if the concrete C is hard, the outer diameter φ is thick. A rotary rod 1 is used. Also, the length of the rotary rod 1 can be varied according to the depth of the concrete member.

【0014】回転棒1の移動は1/60〜1/30 m
/s程度の比較的ゆっくりした速度を保って行われる。
[0014] The movement of the rotating rod 1 is 1/60 to 1/30 m.
This is done at a relatively slow speed of about 1/s.

【0015】回転棒1は例えば全長に亘って凹凸のない
均一な断面の棒でもよいが、図2に示すように回転棒1
の周面に、下端から連続的に螺旋状の溝1aを形成する
ことによって気泡の除去効果を上げることができる。こ
の連続する溝1aによって気泡はその内部に取り込まれ
、そのまま溝1aを伝い、これを案内として回転棒1の
回転に従って強制的に上昇し、外気中に排出されること
になる。この場合、図2の一部拡大図である図3に示す
溝1aの深さdもコンクリートCの硬さに従って設定さ
れ、外径φが5〜50mmの寸法に対応して1〜10m
mの深さdが与えられる。
The rotating rod 1 may be, for example, a rod having a uniform cross-section without irregularities over its entire length, but as shown in FIG.
By forming a spiral groove 1a continuously from the lower end on the circumferential surface of the tube, the effect of removing air bubbles can be enhanced. Air bubbles are taken into the continuous groove 1a, continue along the groove 1a, are guided by the air bubbles, are forcibly raised as the rotary rod 1 rotates, and are discharged into the outside air. In this case, the depth d of the groove 1a shown in FIG. 3, which is a partially enlarged view of FIG.
A depth d of m is given.

【0016】回転棒1が一様断面の場合は、気泡は回転
棒1の移動と同時に回転棒1の周面とコンクリートCと
の間に、その高さ方向に一時的にできる空隙から排出さ
れることになる。
When the rotating rod 1 has a uniform cross-section, air bubbles are discharged from a gap temporarily created in the height direction between the circumferential surface of the rotating rod 1 and the concrete C at the same time as the rotating rod 1 moves. That will happen.

【0017】回転棒1を他端まで移動させ、気泡の除去
が一通り終了した後は、コンクリートCの打設面を仕上
げ用コテで均し、天端を平滑に仕上げて気泡除去作業は
完了する。
After the rotary rod 1 is moved to the other end and all air bubbles have been removed, the surface of the concrete C to be cast is leveled with a finishing trowel, the top end is finished smooth, and the air bubble removal work is completed. do.

【0018】[0018]

【発明の効果】この発明は以上の通りであり、コンクリ
ートの表面側に回転棒を挿入し、これを上下動させるこ
となく、その回転を利用して気泡の除去を行うものであ
るため硬化前のコンクリートに材料分離を生じさせるこ
となく、効果的に気泡を除去することができる。
[Effects of the Invention] This invention is as described above, and since a rotating rod is inserted into the surface of concrete and its rotation is used to remove air bubbles without moving it up and down, air bubbles can be removed before hardening. Air bubbles can be effectively removed without causing material separation in the concrete.

【0019】特に回転棒に螺旋状の溝を形成することに
よって気泡は溝を伝って上昇するためその排出効果が一
層高められる。
[0019] In particular, by forming a spiral groove on the rotary rod, the air bubbles rise along the grooves, so that the evacuation effect is further enhanced.

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

【図1】本発明の作業要領を示した斜視図である。FIG. 1 is a perspective view showing the working procedure of the present invention.

【図2】周面に溝を形成した場合の回転棒を示した立面
図である。
FIG. 2 is an elevational view showing a rotating rod with grooves formed on its circumferential surface.

【図3】図2の一部拡大図である。FIG. 3 is a partially enlarged view of FIG. 2;

【符号の説明】[Explanation of symbols]

C……コンクリート、F……型枠、1……回転棒、1a
……溝、2……電動機。
C...Concrete, F...Formwork, 1...Rotating rod, 1a
...Groove, 2...Electric motor.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】  型枠内にコンクリートを打設してコン
クリート部材を製作する方法において、コンクリート部
材の表面側のコンクリート中に、その硬化前にコンクリ
ート部材の深さに相当する長さを持つ回転棒を挿入し、
これを回転させながら型枠面に沿って移動させ、コンク
リートの表面側に発生する気泡を上昇させ、これを除去
するコンクリート部材の気泡除去方法。
Claim 1: In a method of manufacturing a concrete member by pouring concrete into a formwork, a rotary member having a length corresponding to the depth of the concrete member is placed in the concrete on the surface side of the concrete member before it hardens. insert the rod,
A method for removing air bubbles from concrete members, in which air bubbles generated on the surface of the concrete are lifted and removed by rotating the concrete member and moving it along the formwork surface.
【請求項2】  コンクリートは振動による締め固めを
必要としない締め固め不要コンクリートであることを特
徴とする請求項1記載のコンクリート部材の気泡除去方
法。
2. The method for removing bubbles from a concrete member according to claim 1, wherein the concrete is compaction-free concrete that does not require compaction by vibration.
【請求項3】  回転棒の周面には螺旋状の溝が連続的
に形成されていることを特徴とする請求項1,または請
求項2記載のコンクリート部材の気泡除去方法。
3. The method for removing air bubbles from a concrete member according to claim 1 or 2, wherein a spiral groove is continuously formed on the circumferential surface of the rotating rod.
JP1735791A 1991-02-08 1991-02-08 Bubble removal method for concrete member Expired - Lifetime JP2501665B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1735791A JP2501665B2 (en) 1991-02-08 1991-02-08 Bubble removal method for concrete member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1735791A JP2501665B2 (en) 1991-02-08 1991-02-08 Bubble removal method for concrete member

Publications (2)

Publication Number Publication Date
JPH04255302A true JPH04255302A (en) 1992-09-10
JP2501665B2 JP2501665B2 (en) 1996-05-29

Family

ID=11941795

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1735791A Expired - Lifetime JP2501665B2 (en) 1991-02-08 1991-02-08 Bubble removal method for concrete member

Country Status (1)

Country Link
JP (1) JP2501665B2 (en)

Also Published As

Publication number Publication date
JP2501665B2 (en) 1996-05-29

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