JPH08158651A - Vibrator for concrete compaction - Google Patents

Vibrator for concrete compaction

Info

Publication number
JPH08158651A
JPH08158651A JP33175294A JP33175294A JPH08158651A JP H08158651 A JPH08158651 A JP H08158651A JP 33175294 A JP33175294 A JP 33175294A JP 33175294 A JP33175294 A JP 33175294A JP H08158651 A JPH08158651 A JP H08158651A
Authority
JP
Japan
Prior art keywords
concrete
vibrator
vibrating member
cable
sheath pipe
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
JP33175294A
Other languages
Japanese (ja)
Inventor
Hajime Kobayashi
始 小林
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP33175294A priority Critical patent/JPH08158651A/en
Publication of JPH08158651A publication Critical patent/JPH08158651A/en
Pending legal-status Critical Current

Links

Landscapes

  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

PURPOSE: To easily insert a vibrator for concrete compaction in any place in placed concrete and to easily purge water and bubbles resided in ready-mixed concrete to the outside. CONSTITUTION: A sheath pipe 5 having a plurality of through holes 8 is run on the outer surface of a covered cable 2 connected to a vibration driving device for a vibrating member 1. Its tip is connected to the vibrating member 1. Thus, water and bubbles entered the sheath pipe 5 from the through holes 8 are elevated through a space between the inner surface of the sheath pipe 5 and the covered cable 2 for external exhaust.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート型枠内に
打設した生コンクリートの下部やハンチ部に溜まった水
や気泡を抜き出して、締固めする際に使用するバイブレ
ータに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vibrator used for extracting and compacting water and air bubbles accumulated in a lower portion or a haunch portion of green concrete placed in a concrete form.

【0002】[0002]

【従来の技術】従来、型枠内に打設した生コンクリート
を締固めるときは、生コンクリート内にバイブレータを
差し込み、バイブレータの振動により、生コンクリート
内に溜まった水や気泡を移動させて生コンクリートの上
部へ抜き出すようにしている。例えば、図3に示すコン
クリート打設では、左右の型枠21を下側の間隔を広く
上側の間隔を狭くなるように傾斜させて、パイプ材22
やセパレータ23で固定し、左右の型枠21の間にコン
クリート補強用の鉄筋24を配置し、左右の型枠内に打
設した生コンクリートの締固めは次のように行なってい
る。左右の型枠21内に配置されている鉄筋24の上を
バイブレータ25に接続されているケーブル26を滑ら
せて、バイブレータ25を生コンクリート内に差し込
み、バイブレータ25の振動により水や気泡を生コンク
リート中から抜き出して締固めている。
2. Description of the Related Art Conventionally, when compacting ready-mixed concrete cast in a formwork, a vibrator is inserted into the ready-mixed concrete and vibration or vibration of the vibrator causes water or bubbles accumulated in the ready-mixed concrete to move. I am trying to pull it out to the upper part of. For example, in the concrete pouring shown in FIG. 3, the left and right molds 21 are inclined so that the lower space is wide and the upper space is narrow, and the pipe material 22 is
And the separator 23, the reinforcing bars 24 for concrete reinforcement are arranged between the left and right molds 21, and compaction of the ready-mixed concrete placed in the left and right molds is performed as follows. The cable 26 connected to the vibrator 25 is slid on the reinforcing bars 24 arranged in the left and right molds 21 to insert the vibrator 25 into the fresh concrete, and the vibration of the vibrator 25 causes water and bubbles to flow into the fresh concrete. It is extracted from the inside and compacted.

【0003】[0003]

【発明が解決しようとする課題】従来のコンクリート締
固め用バイブレータは、振動部にその駆動装置に電流を
供給するケーブルが接続されただけの構成であり、型枠
内の鉄筋が邪魔になってバイブレータを型枠近くに移動
させにくく、締固めにむらが生じた。特に、型枠内のハ
ンチ部へはバイブレータを移動させにくく、生コンクリ
ート内の水や気泡を十分に抜き出すことができず、コン
クリート強度やコンクリート表面が悪い出来になってし
まう。また、バイブレータが型枠内の鉄筋などに引っ掛
かり、バイブレータが生コンクリート内から抜けなくな
ることもあった。そこで本発明は、バイブレータを打設
コンクリート中のどのような場所へも容易に差し込める
ようにするとともに、生コンクリート中に溜まっている
水や気泡を容易に外部に抜き出せるようにすることを目
的とする。
A conventional concrete compacting vibrator has a structure in which a cable for supplying an electric current to a drive unit is connected to a vibrating portion, and a reinforcing bar in a formwork interferes with the vibration. It was difficult to move the vibrator near the formwork, causing uneven compaction. In particular, it is difficult to move the vibrator to the haunch portion in the form, water and air bubbles in the fresh concrete cannot be sufficiently extracted, and the concrete strength and the concrete surface become poor. In addition, the vibrator may be caught in the reinforcing bars in the formwork and the vibrator may not come out of the ready-mixed concrete. Therefore, the present invention aims to make it possible to easily insert the vibrator into any place in the cast concrete, and to easily draw out water and bubbles accumulated in the fresh concrete to the outside. And

【0004】[0004]

【課題を解決するための手段】上記目的を達成した本発
明のコンクリート締固め用バイブレータは、振動部材に
内蔵されている振動駆動装置が、振動部材の後端位置で
被覆ケーブルに接続され、外周に複数の通孔を有する鞘
管が前記被覆ケーブルの外周に設けられている。そして
鞘管と被覆ケーブルとの間に間隔を有するようにされ
て、そこを水や気泡が通れるようにした。また被覆ケー
ブルの後端にコネクタ連結部を設けて、被覆ケーブルか
らケーブルを外すことにより、容易に鞘管を着脱できる
ようにした。さらに、振動部材を略円筒形に形成して、
その外周に先端側から後端側に向かって深くなる複数の
溝を設けて、生コンクリート内の水や気泡を上部に案内
するようにした。
In the vibrator for concrete compaction according to the present invention, which has achieved the above object, a vibration driving device incorporated in a vibrating member is connected to a coated cable at a rear end position of the vibrating member, and an outer periphery thereof is provided. A sheath tube having a plurality of through holes is provided on the outer circumference of the coated cable. A space was provided between the sheath tube and the coated cable so that water and air bubbles could pass therethrough. Further, a connector connecting portion is provided at the rear end of the coated cable, and the sheath tube can be easily attached and detached by removing the cable from the coated cable. Furthermore, the vibrating member is formed into a substantially cylindrical shape,
A plurality of grooves, which are deeper from the front end side toward the rear end side, are provided on the outer periphery thereof to guide water and bubbles in the fresh concrete to the upper part.

【0005】[0005]

【作用】上記のコンクリート締固め用バイブレータを使
用して、型枠内に打設した生コンクリート中に溜まって
いる水と気泡を抜き出すときは、被覆ケーブルとケーブ
ルとを接続しているコネクタ部を分離し、被覆ケーブル
の外周に鞘管を通してその先端を振動部材に連結し、そ
の後、被覆ケーブルとケーブルをコネクタ部で接続す
る。このようにバイブレータを準備し、作業員は鞘管の
後端側を持ってバイブレータの振動部材を打設コンクリ
ートの任意位置に差し込み、振動部材の振動により生コ
ンクリート中の水や気泡を外部に抜き出す。この場合、
被覆ケーブルの外周が鞘管で覆われているので、その部
分が撓むことがなく、型枠内の任意位置および型枠近く
にバイブレータを容易に差し込むことができる。また、
振動部材の振動により生コンクリート内の水や気泡は、
鞘管の通孔から内部に入り、鞘管内と被覆ケーブルの間
の空間を通って上昇して外部に流出される。
[Operation] When the water and air bubbles accumulated in the ready-mixed concrete placed in the form are extracted by using the above concrete compaction vibrator, the connector portion connecting the coated cable and the cable is After separating, the sheath tube is passed through the outer circumference of the coated cable and the tip thereof is connected to the vibrating member, and then the coated cable and the cable are connected at the connector portion. In this way, the vibrator is prepared, and the worker holds the rear end side of the sheath pipe and inserts the vibrator's vibrating member into an arbitrary position of the pouring concrete, and the water and bubbles in the fresh concrete are extracted to the outside by the vibration of the vibrating member. . in this case,
Since the outer circumference of the coated cable is covered with the sheath tube, that portion does not bend, and the vibrator can be easily inserted at an arbitrary position in the mold and near the mold. Also,
Water and air bubbles in the fresh concrete due to the vibration of the vibrating member,
It enters inside through the through hole of the sheath tube, rises through the space between the sheath tube and the coated cable, and flows out to the outside.

【0006】[0006]

【実施例】本発明のコンクリート締固め用バイブレータ
の実施例を図1、2により説明する。バイブレータの振
動部材1は、略円筒形に形成されて先端部が先細りに形
成され、振動部材1の内部に振動駆動装置が設けられて
いる。振動駆動装置とそれに電流を供給する被覆ケーブ
ル2とは、振動部材1の後端位置で接続されている。振
動部材1の外周には、その先端から後端に向かって漸次
深くなる溝4が設けられ、それら溝4により水や気泡を
上側に案内するようになっている。また振動部材1の後
端にねじ溝3が設けられ、後記する鞘管5が取り外し可
能に取付けられるようになっている。
EXAMPLE An example of a concrete compacting vibrator of the present invention will be described with reference to FIGS. The vibrating member 1 of the vibrator is formed in a substantially cylindrical shape and has a tapered tip portion, and a vibration driving device is provided inside the vibrating member 1. The vibration driving device and the coated cable 2 that supplies current to the vibration driving device are connected at the rear end position of the vibration member 1. Grooves 4 are provided on the outer periphery of the vibrating member 1 so as to gradually deepen from the front end to the rear end, and the grooves 4 guide water and bubbles upward. Further, a thread groove 3 is provided at the rear end of the vibrating member 1, and a sheath tube 5 described later is detachably attached.

【0007】被覆ケーブル2は、ケーブルの外周を可撓
性のあるチューブで被覆されて、ケーブルが生コンクリ
ートなどにより損傷されるのを防いでいる。被覆ケーブ
ル2の後端にはコネクタ連結部が設けられ、そのコネク
タ連結部にケーブル6の端部に設けたコネクタ7を接続
できるようになっている。振動部材1の後端に連結する
鞘管5は薄肉の金属パイプや塩ビパイプなどで形成さ
れ、鞘管の長さは、それに連結された振動部材1を作業
員が打設コンクリートの任意位置に差し込めるような長
さにされ、さらに鞘管5の内径は、被覆ケーブル2の外
径より少し大きくされて、両者間を水や気泡が通れるよ
うにしている。また鞘管5の外周には、多数の通孔8が
設けられ、その通孔8から鞘管5内に水や気泡が流入で
きるようになっている。鞘管5の先端の内周にはねじが
設けられ、振動部材1の後端のねじ溝3に取外し可能に
連結されている。なお、振動部材1と鞘管5との連結
は、ねじ構造に限るものではなく、ボルト止めやその他
の連結手段によることが可能である。
The coated cable 2 has its outer circumference covered with a flexible tube to prevent the cable from being damaged by ready-mixed concrete or the like. A connector connecting portion is provided at the rear end of the covered cable 2, and the connector 7 provided at the end portion of the cable 6 can be connected to the connector connecting portion. The sheath pipe 5 connected to the rear end of the vibrating member 1 is formed of a thin metal pipe or a vinyl chloride pipe, and the length of the sheath pipe is such that the worker can place the vibrating member 1 connected to the sheath pipe 5 at an arbitrary position on the concrete poured. The length is made such that it can be inserted, and the inner diameter of the sheath tube 5 is made slightly larger than the outer diameter of the coated cable 2 so that water and air bubbles can pass between them. Further, a large number of through holes 8 are provided on the outer circumference of the sheath pipe 5, and water and bubbles can flow into the sheath pipe 5 through the through holes 8. A screw is provided on the inner circumference of the tip of the sheath tube 5 and is detachably connected to the thread groove 3 at the rear end of the vibration member 1. The vibrating member 1 and the sheath tube 5 are not limited to being connected by a screw structure, but may be bolted or by other connecting means.

【0008】上記構成のコンクリート締固め用バイブレ
ータを使用して、例えば図2に示す型枠内のハンチ部に
溜まっている水や気泡を抜く作業は次のようにする。な
お、図2の型枠では、両側の型枠11は下が広い間隔で
上が狭い間隔に傾斜して配置され、パイプ材12とセパ
レータ13により型枠11が固定され、両側の型枠11
内にはコンクリート補強用の鉄筋14が配置されてい
る。このように組み立てられた型枠において、振動部材
1に鞘管5を連結した状態で作業員が鞘管5を持ち、振
動部材1を生コンクリートのハンチ部に差し込み、振動
部材1の振動により生コンクリート中の水や気泡を、鞘
管5の通孔8から鞘管5と被覆ケーブル2との間の空間
を通して上部に抜き出す。そして、振動部材1の差し込
み位置を換えて生コンクリート中に溜まっている全体の
水や気泡を抜き出して作業が終了すれば、被覆ケーブル
2とケーブル6との連結を外し、鞘管5を取外す。
Using the concrete compacting vibrator having the above construction, the work for removing water and air bubbles accumulated in the haunch portion in the mold shown in FIG. 2, for example, is as follows. In the formwork of FIG. 2, the formworks 11 on both sides are arranged so that the bottom is wide and the top is narrow, the formwork 11 is fixed by the pipe material 12 and the separator 13, and the formwork 11 on both sides is fixed.
Reinforcing bars 14 for reinforcing concrete are arranged inside. In the formwork assembled in this way, the worker holds the sheath pipe 5 in a state where the sheath pipe 5 is connected to the vibrating member 1, inserts the vibrating member 1 into the haunch portion of the fresh concrete, and vibrates the vibrating member 1 to produce the vibrating member 1. Water and air bubbles in the concrete are extracted from the through hole 8 of the sheath pipe 5 to the upper part through the space between the sheath pipe 5 and the coated cable 2. Then, when the inserting position of the vibrating member 1 is changed and the whole water and air bubbles accumulated in the ready-mixed concrete are extracted to complete the work, the connection between the covered cable 2 and the cable 6 is disconnected, and the sheath pipe 5 is removed.

【0009】[0009]

【発明の効果】本発明では、振動部材に鞘管を取付けら
れるので、コンクリート型枠内の任意位置、特にハンチ
部の型枠近くまで容易に振動部材を差し込むことがで
き、打設コンクリートの全域および型枠近くの水や気泡
を容易に抜き出すことができる。また、振動部材により
生コンクリート内で移動された水や気泡は、鞘管の通孔
を通って鞘管内に入り、鞘管と被覆ケーブルとの間の空
間を通って移動させた水や気泡を確実に上方に浮き上が
らせて外部に抜き出すことができ、生コンクリートの締
固めが十分なものとなる。以上により、型枠表面に残る
水、気泡を少なくし、品質の高いコンクリート打設を行
なうことができる。
According to the present invention, since the sheath pipe can be attached to the vibrating member, the vibrating member can be easily inserted up to an arbitrary position in the concrete form, particularly near the form of the haunch part, and the whole area of the cast concrete. And water and air bubbles near the form can be easily extracted. Further, the water and bubbles moved in the ready-mixed concrete by the vibrating member enter the inside of the sheath tube through the through hole of the sheath pipe, and the water and bubbles moved through the space between the sheath pipe and the covered cable are removed. It can be reliably lifted up and extracted to the outside, and the compaction of ready-mixed concrete becomes sufficient. As described above, water and bubbles remaining on the surface of the mold can be reduced, and high-quality concrete pouring can be performed.

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

【図1】本発明のコンクリート締固め用バイブレータの
一部破断断面図と、そのA−A断面図とB−B断面図で
ある。
FIG. 1 is a partially cutaway sectional view of a concrete compacting vibrator of the present invention, and an AA sectional view and a BB sectional view thereof.

【図2】本発明のバイブレータを使用したコンクリート
の締固め作業を示す説明図である。
FIG. 2 is an explanatory diagram showing a concrete compacting operation using the vibrator of the present invention.

【図3】従来のバイブレータを使用したコンクリートの
締固め作業を示す説明図である。
FIG. 3 is an explanatory view showing a concrete compacting operation using a conventional vibrator.

【符号の説明】[Explanation of symbols]

1 振動部材 2 被覆ケーブル 4 溝 5 鞘管 6 ケーブル 8 通孔 1 Vibration member 2 Covered cable 4 Groove 5 Sheath pipe 6 Cable 8 Through hole

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 振動部材に内蔵されている振動駆動装置
が、振動部材の後端位置で被覆ケーブルに接続され、外
周に複数の通孔を有する鞘管が前記被覆ケーブルの外周
に間隔を有するように通されるとともに、鞘管の先端が
振動部材の後端に着脱可能に取付けられていることを特
徴とするコンクリート締固め用バイブレータ。
1. A vibration driving device built in a vibrating member is connected to a coated cable at a rear end position of the vibrating member, and a sheath pipe having a plurality of through holes on an outer periphery has a space on the outer periphery of the coated cable. A vibrator for concrete compaction, characterized in that the front end of the sheath pipe is detachably attached to the rear end of the vibrating member.
【請求項2】 被覆ケーブルの後端にコネクタ連結部が
設けられて、ケーブルに接続できるようになっている請
求項1のコンクリート締固め用バイブレータ。
2. The vibrator for compacting concrete according to claim 1, wherein a connector connecting portion is provided at a rear end of the covered cable so as to be connectable to the cable.
【請求項3】 振動部材は略円筒形に形成されて、その
外周に先端側から後端側に向かって深くなる複数の溝が
設けられている請求項1又は2のコンクリート締固め用
バイブレータ。
3. The vibrator for concrete compaction according to claim 1, wherein the vibrating member is formed in a substantially cylindrical shape, and a plurality of grooves are formed on the outer periphery of the vibrating member so as to become deeper from the front end side toward the rear end side.
JP33175294A 1994-12-09 1994-12-09 Vibrator for concrete compaction Pending JPH08158651A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33175294A JPH08158651A (en) 1994-12-09 1994-12-09 Vibrator for concrete compaction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33175294A JPH08158651A (en) 1994-12-09 1994-12-09 Vibrator for concrete compaction

Publications (1)

Publication Number Publication Date
JPH08158651A true JPH08158651A (en) 1996-06-18

Family

ID=18247226

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33175294A Pending JPH08158651A (en) 1994-12-09 1994-12-09 Vibrator for concrete compaction

Country Status (1)

Country Link
JP (1) JPH08158651A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015196984A (en) * 2014-04-01 2015-11-09 鹿島建設株式会社 Concrete compaction device and concrete compaction method
JP2021017701A (en) * 2019-07-18 2021-02-15 清水建設株式会社 Reinforced concrete structure manufacturing method and formwork equipment
WO2023028206A1 (en) * 2021-08-26 2023-03-02 Milwaukee Electric Tool Corporation Concrete vibrator system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015196984A (en) * 2014-04-01 2015-11-09 鹿島建設株式会社 Concrete compaction device and concrete compaction method
JP2021017701A (en) * 2019-07-18 2021-02-15 清水建設株式会社 Reinforced concrete structure manufacturing method and formwork equipment
WO2023028206A1 (en) * 2021-08-26 2023-03-02 Milwaukee Electric Tool Corporation Concrete vibrator system

Similar Documents

Publication Publication Date Title
CN110076887B (en) Integral septic tank pouring mold, method and poured septic tank
CN110328742A (en) A kind of prefabricated post production mould and production method
JPH08158651A (en) Vibrator for concrete compaction
CN208981780U (en) Convenient for the template drawknot device of taking-up
CN210164233U (en) Constructional column pouring tool
CN208363609U (en) A kind of constructional column assembly type can have enough to meet the need aluminum alloy pattern plate
CN109208906B (en) Template form removal device for building site
CN210880197U (en) Pile head tensioning assembly
JP4566891B2 (en) Tunnel lining concrete placement method
JP5358393B2 (en) Formwork for producing a segment and method for producing a segment using the formwork
JP5861272B2 (en) How to drain excess water and air from cast concrete
CN218314221U (en) Building assembled construction mould
CN210676906U (en) A vibrations frame for foundry goods removes psammitolite device
CN217195990U (en) Precast pile point manufacturing device
CN217531280U (en) Cement pipe is pour and is arranged device with reinforcing bar
CN216157143U (en) Vertical component is pour and is used handhole mould
JP3087033B2 (en) Concrete structure automatic molding machine
CN210282673U (en) Stair prefabricating mold
CN215167991U (en) Construction joint scabbling-free device
CN113914895B (en) Lining template device and construction method
CN207776432U (en) A kind of constructional column formwork structure
CN217072812U (en) Refining device and refining vibration equipment for producing variable-cross-section prefabricated square piles
CN207959966U (en) Concrete chute
CN210544642U (en) Architectural coating mixing arrangement
CN209868929U (en) Split type anti-theft cement cover plate maker