JPS58110756A - Apparatus for preventing vibration of concrete - Google Patents
Apparatus for preventing vibration of concreteInfo
- Publication number
- JPS58110756A JPS58110756A JP20801081A JP20801081A JPS58110756A JP S58110756 A JPS58110756 A JP S58110756A JP 20801081 A JP20801081 A JP 20801081A JP 20801081 A JP20801081 A JP 20801081A JP S58110756 A JPS58110756 A JP S58110756A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- poured
- tremie
- vibration
- preventing vibration
- 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
Links
Landscapes
- Underground Or Underwater Handling Of Building Materials (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
コンクリートを打設する場合最も重要なことは、気泡の
ない密実なコンクリートを打設することである。DETAILED DESCRIPTION OF THE INVENTION When pouring concrete, the most important thing is to pour solid concrete without air bubbles.
一般に水中コンクリートを打設する場合、トレミー管が
使用されるが、打設深度が渫くなるとバイブレータの使
用が不可能と1kb、打設コンクリート中に多数の気泡
が生じる。Generally, when pouring underwater concrete, a tremie tube is used, but when the pouring depth reaches a depth of 1kb, it is impossible to use a vibrator, and many air bubbles occur in the poured concrete.
このようなコンクリートは気泡の存在によって強度が低
下し、鉄筋との附着力が低下し、トレミー管内でコンク
リートの中詰シを生起し、コンクリート打継個所で硬化
に均衡差が生じる。まえ場所打コンクリートの場合には
鉄筋がトレミー管を引抜く際に共上シする等の欠点があ
る。The strength of such concrete decreases due to the presence of air bubbles, the adhesion to the reinforcing bars decreases, concrete clogging occurs in the tremie pipe, and a balanced difference in hardening occurs at concrete joints. In the case of cast-in-place concrete, there are drawbacks such as the reinforcing bars coming together when the tremie pipe is pulled out.
本発明はこのような欠点を除去する丸めに提案されたも
ので、コンクリート打設用トレミー管の先端部に起振装
置を内装してなシ、同起振装置によって打設コンクリー
トを振動して締固めるように構成されたことを%做とす
るコンクリート振動締固装置に係る本のである。The present invention has been proposed to eliminate these drawbacks, and involves installing a vibration device at the tip of a tremie pipe for concrete pouring, and vibrating the poured concrete using the vibration device. This is a book about a concrete vibratory compaction device that is configured to perform compaction.
本発明においては前記したように、トレミー管の先端部
に起振装置が内装されているので、地中に掘削された整
孔に鉄筋篭を嬉込んで前記トレミー管を挿入し、同トレ
ミー管を介してコンクリートを整孔内に打設するととも
に、その先端部に内装され九起振装置を駆動すると、打
設コンクリートに振動が賦与され、コンクリート内の気
泡は上方に浮上排除され、コンクリートが緊密に締固め
られ、密実なコンクリートが打設されることとなる。か
くして前記整孔内にコンクリートが引続き打設され振動
を賦与されると、既に硬化し始めた打設コンクリートの
硬化時間が延長され、コンクリート打継個所にむらのな
い均質なコンクリートが打設されることとなる。In the present invention, as described above, since the excitation device is built into the tip of the tremie tube, the tremie tube is inserted into a hole drilled in the ground with a reinforcing bar cage inserted into the hole. When concrete is poured into the prepared hole through the concrete and the vibration device installed at the tip of the concrete is driven, vibrations are imparted to the poured concrete, air bubbles in the concrete are floated upward, and the concrete is It will be tightly compacted and concrete will be poured. In this way, when concrete is continuously poured into the prepared hole and vibration is applied, the hardening time of the poured concrete that has already begun to harden is extended, and even and homogeneous concrete is poured at the concrete pouring joint. That will happen.
かくして前記整孔内の打設コンクリートが緊密に締固め
られると、同コンクリートと鉄筋との附着力が増大し、
トレン−管の移動や引抜時における鉄筋の横すベクや、
共上りが防止されるものである。In this way, when the poured concrete in the prepared hole is tightly compacted, the adhesion force between the concrete and the reinforcing bars increases,
The horizontal vector of reinforcing bars when moving or pulling out a train pipe,
This prevents co-increase.
以下本発明を図示の実施例について説明する。The present invention will be described below with reference to the illustrated embodiments.
(1)はトレミー管でその先端外周に設けられた環秋空
房(2)内に、所定位置毎にノミイブレータ(3)が内
装され、取付金具(4)によって当該位置に確固と固定
されている。(1) is a tremie tube, and a chisel ibrator (3) is installed at each predetermined position in a ring cavity (2) provided on the outer periphery of the tip of the tremie tube, and is securely fixed at the corresponding position by a mounting bracket (4). .
なお図中(5)は前記ノミイブレータ(3)K接続され
、地上部の電源装置(6)K導かれたキャップタイヤコ
ードである。Note that (5) in the figure is a cap tire cord connected to the chisel ibrator (3)K and led to the power supply device (6)K on the ground.
而して地中に掘削機によって整孔(ト)を掘削したのち
、同整孔囚内に鉄筋篭(ロ)を建込み、次いでトレミー
管(1)を挿入する。After drilling a hole (G) in the ground with an excavator, a reinforcing bar cage (B) is erected inside the hole, and then a tremie pipe (1) is inserted.
次いで同トレミー管(1)を介して整孔(ト)にコンク
リート0を打設するとともに、前記パイプレーク(3)
を作動して打設コンクリート0に振動を賦与して、同コ
ンクリート0内の気泡を上方に浮遊せしめ排除し、かく
して密実なコンクリート0が打設されることとなる。更
にコンクリート0が引続き打設されると、既に硬化し始
めたコンクリート0がノミイブレータ(3)による再振
動によってその硬化時間が延長され、打継個所にむらの
ない均質なコンクリート0が打設されることとなる。Next, concrete 0 is poured into the hole (G) through the same tremie pipe (1), and the pipe lake (3)
is activated to impart vibration to the poured concrete 0, causing the air bubbles in the concrete 0 to float upward and eliminate them, thus ensuring that dense concrete 0 is placed. Furthermore, when concrete 0 is continued to be poured, the curing time of the concrete 0, which has already begun to harden, is re-vibrated by the chisel ibrator (3), and the curing time is extended, and even and homogeneous concrete 0 is poured at the joint location. That will happen.
このように打設コンクリート0が緊密に締固められると
、鉄筋籠但)との附着力が増大し、トレミー管(1)の
移動や引抜時に、従来工法ではしばしば生起する鉄筋の
横すべりや共上りが未然に防止される。When the poured concrete 0 is tightly compacted in this way, the adhesion force with the reinforcing bars (1) increases, and when the tremie pipe (1) is moved or pulled out, the reinforcing bars often slip or cross over, which often occurs with conventional construction methods. is prevented.
かくして本装置によれば従来排除することが困難であっ
たトレミー管による打設コンクリート中の気泡を、トレ
ミー管(1)の先端に内装されたバイブレータ(3)の
振動作用によって効果的に排除し、密実に締固められ、
強度の高いコンクリートを打設しうるものである。Thus, according to this device, air bubbles in concrete cast by a tremie tube, which were difficult to eliminate in the past, can be effectively eliminated by the vibration action of the vibrator (3) installed at the tip of the tremie tube (1). , tightly compacted,
It is possible to place high-strength concrete.
以上本発明を実施例について説明したが、本発明は勿論
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種々の設計を改変しうる
ものである。Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the present invention.
第1図は本発明に係るコンクリートの振動締固め装置の
一実施例によるコンクリート打設状態を示す縦断面図、
第2図は同装置の先端部の横断平面図である。
(13・・・トレミー管、(3)・・・バイブレータ代
理人 弁理士開本重文
外2名FIG. 1 is a longitudinal cross-sectional view showing a state of concrete placement by an embodiment of the vibration compaction device for concrete according to the present invention;
FIG. 2 is a cross-sectional plan view of the distal end of the device. (13...Toremi tube, (3)...Vibrator agent, 2 patent attorneys and non-Kaihon important documents)
Claims (1)
装してな)、同起振装置によって打設コンクリートを振
動して締固めるように構成されたことを特徴とするコン
クリート振動締固装置。1. A concrete vibratory compaction device, characterized in that a vibrating device is installed at the tip of a tremie pipe for concrete pouring, and the vibrating device vibrates and compacts poured concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20801081A JPS58110756A (en) | 1981-12-24 | 1981-12-24 | Apparatus for preventing vibration of concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20801081A JPS58110756A (en) | 1981-12-24 | 1981-12-24 | Apparatus for preventing vibration of concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58110756A true JPS58110756A (en) | 1983-07-01 |
Family
ID=16549169
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20801081A Pending JPS58110756A (en) | 1981-12-24 | 1981-12-24 | Apparatus for preventing vibration of concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58110756A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01287370A (en) * | 1988-05-13 | 1989-11-20 | Mitsui Constr Co Ltd | Concrete-placing adaptor |
JP2017025490A (en) * | 2015-07-16 | 2017-02-02 | 鹿島建設株式会社 | Concrete placing device and concrete placing method |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS522003A (en) * | 1975-06-24 | 1977-01-08 | Yoshinobu Koyama | Concrete placing method for making casttinnplace structure such as concrete pile |
-
1981
- 1981-12-24 JP JP20801081A patent/JPS58110756A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS522003A (en) * | 1975-06-24 | 1977-01-08 | Yoshinobu Koyama | Concrete placing method for making casttinnplace structure such as concrete pile |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01287370A (en) * | 1988-05-13 | 1989-11-20 | Mitsui Constr Co Ltd | Concrete-placing adaptor |
JP2017025490A (en) * | 2015-07-16 | 2017-02-02 | 鹿島建設株式会社 | Concrete placing device and concrete placing method |
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