JPH07158274A - Concrete placing device - Google Patents

Concrete placing device

Info

Publication number
JPH07158274A
JPH07158274A JP5300805A JP30080593A JPH07158274A JP H07158274 A JPH07158274 A JP H07158274A JP 5300805 A JP5300805 A JP 5300805A JP 30080593 A JP30080593 A JP 30080593A JP H07158274 A JPH07158274 A JP H07158274A
Authority
JP
Japan
Prior art keywords
pipe
concrete
discharge
mold
port
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
JP5300805A
Other languages
Japanese (ja)
Other versions
JP2817086B2 (en
Inventor
Tomio Okada
田 冨 美 夫 岡
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.)
KOEI KOGYOSHO KK
Original Assignee
KOEI KOGYOSHO 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 KOEI KOGYOSHO KK filed Critical KOEI KOGYOSHO KK
Priority to JP5300805A priority Critical patent/JP2817086B2/en
Publication of JPH07158274A publication Critical patent/JPH07158274A/en
Application granted granted Critical
Publication of JP2817086B2 publication Critical patent/JP2817086B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/04Devices for both conveying and distributing
    • E04G21/0418Devices for both conveying and distributing with distribution hose
    • E04G21/0472Details of connection of the hose to the formwork, e.g. inlets

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

PURPOSE:To prevent the formation of an useless projection on a structure surface at the time of removing a form after concrete curing and solidification, and improve placing workability. CONSTITUTION:A discharge pipe 10 which is a concrete charging means is mounted on an injection port 2 opened in a form 1 in such a manner as to be attachable and detachable from the outside. The discharge pipe 10 is formed into a forked pipe shape consisting of a straight pipe 11 and a branched pipe 13 branched from the course of the straight pipe 11 through a communicating hole 12, and a force-feed pipe 3 from a concrete supplying source is connected to the opening end part 13a of the branched pipe 13 which is a force-feed port. A shielding piece body 15 capable of being slid in the watertightly press-fitted state toward the discharge port 10a is provided on the other end opening part 11b side in the straight pipe 11, and a pushing mechanism 20 is provided on the shielding piece body 15 in such a manner as to be removable from the outside of the straight pipe 11. With this pushing mechanism 20, the shielding piece body 15 can be slid to the opening position B of the communicating hole 12 at force feeding concrete, and also slid to and stopped in the protruding end surface of the discharge port 10a of the discharge pipe 10 opposed to the inner part of the form 1 and the blocking shielding position C of the communicating hole 12 after placing the concrete in the form 1.

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、例えばオフイスビル
等のコンクリート構築物を構築する際の構築用型枠内に
生コンクリート(モルタルを含む)を圧送し打設するに
用いられるコンクリート打設装置に関し、特に、コンク
リート養生固化後に型枠を取外した際に、型枠の注入口
相当部に突起が形成されることのないようにして、打設
作業性の向上を図るようにしたものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete pouring device used for pouring and pouring ready-mixed concrete (including mortar) into a construction mold for constructing a concrete structure such as office buildings. In particular, when the mold is removed after the curing and hardening of concrete, no protrusion is formed in the portion corresponding to the injection port of the mold so as to improve the workability of placing.

【0002】[0002]

【従来の技術】従来、この種のコンクリート打設装置に
おいては、例えば予め打設されたコンクリート支柱間に
側壁を構築する場合、支柱間に枠組みされた壁面構築用
型枠に複数個の注入口を開口し、これらの各々の注入口
に吐出管を型枠の外側から着脱可能に挿入し配置して、
その吐出口を型枠の内部に臨ませている。
2. Description of the Related Art Conventionally, in this type of concrete pouring apparatus, for example, when a side wall is constructed between pre-cast concrete columns, a plurality of injection ports are provided in a wall construction formwork framed between the columns. Open, and a discharge pipe is detachably inserted from the outside of the mold into each of these inlets and arranged,
The discharge port faces the inside of the mold.

【0003】そして、各々の吐出管の圧送口には、コン
クリートポンプ車等のコンクリート供給源から生コンク
リートが圧送される圧送管を接続し、この圧送管を通し
て型枠内に生コンクリートを圧送し充填することによ
り、コンクリートの打設が行なわれている。
[0003] A pumping pipe to which fresh concrete is pumped from a concrete supply source such as a concrete pump car is connected to the pumping port of each discharge pipe, and the fresh concrete is pumped and filled into the formwork through this pumping pipe. By doing so, concrete is placed.

【0004】また、このような吐出管の吐出口側には、
シャッタが型枠の注入口を閉塞するように設けられてい
て、このシャッタにて、コンクリート打設後に圧送管か
らの生コンクリートを遮断するとともに、型枠内の生コ
ンクリートが注入口から外部に流出するを防止してい
る。
Further, on the discharge port side of such a discharge pipe,
A shutter is provided so as to close the injection port of the formwork, and this shutter shuts off the fresh concrete from the pressure-feeding pipe after placing the concrete, and the fresh concrete in the formwork flows out from the injection port to the outside. To prevent it.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記し
た従来構造のコンクリート打設装置では、コンクリート
養生固化後に型枠を取外した際、型枠の厚さ分に相当す
る円柱状の突起が、型枠の注入口跡の構築物の表面に突
出形成され、このような突起は、型枠の注入口の数に応
じてそれぞれ形成されることから、構築物の外観性を損
なうために、それらの削取り除去作業等に無駄な時間と
手間を要し、しかも、非常に面倒であるという問題があ
った。
However, in the concrete placing device having the above-described conventional structure, when the mold is removed after the concrete is cured and solidified, the cylindrical projections corresponding to the thickness of the mold form In order to impair the appearance of the structure, the work of removing and removing them is formed on the surface of the structure of the injection port traces, and such protrusions are formed according to the number of injection ports of the formwork. However, there is a problem that it takes a lot of time and effort and is very troublesome.

【0006】[0006]

【発明の目的】この発明の目的は、コンクリート養生固
化後の型枠の取外しの際における構築物表面への無駄な
突起の形成を防止し、打設作業性の向上を図ることがで
きるようにしたコンクリート打設装置を提供することに
ある。
An object of the present invention is to prevent the formation of useless protrusions on the surface of the structure during the removal of the formwork after the curing and hardening of the concrete, and to improve the workability of placing. To provide a concrete placing device.

【0007】[0007]

【課題を解決するための手段】上記した課題を解決する
ために、この発明は、型枠に開口された注入口にコンク
リート充填手段を設け、このコンクリート充填手段にて
前記型枠内にコンクリート供給源から圧送される生コン
クリートを圧送し充填してなるコンクリート打設装置に
おいて、前記コンクリート充填手段は、吐出口が前記型
枠の注入口に外側から内部に突出状態で臨みかつその圧
送口に前記コンクリート供給源から生コンクリートが圧
送される圧送管が接続される着脱可能に取付けられた吐
出管を備え、この吐出管は、一端開口部を前記型枠内に
臨ませて吐出口とした直筒管と、この直筒管の途上から
連通口を介して分岐させた分岐管とで二股管状に形成
し、この分岐管の圧送口となる開口端部に、前記圧送管
を接続可能にしてなるとともに、前記直筒管内の他端開
口部側に、前記吐出口に向け水密的に圧入状態で摺動可
能にした遮断駒体を設け、この遮断駒体に前記直筒管の
外側から押込み機構を取外し可能に設け、この押込み機
構にて、前記遮断駒体をコンクリート圧送時に前記連通
口の開放位置まで摺動させてなる一方、前記型枠内への
コンクリート打設後に前記型枠内に臨む吐出管の吐出口
の突出端面及び連通孔の閉塞遮断位置まで摺動させて停
止可能にしてなる構成としたものである。
In order to solve the above-mentioned problems, the present invention provides a concrete filling means at an injection opening opened in a mold, and the concrete filling means supplies concrete into the mold. In a concrete pouring device which pumps and fills fresh concrete that is pumped from a source, the concrete filling means is such that the discharge port faces the injection port of the mold in a protruding state from the outside to the inside and the pumping port has the above-mentioned structure. It is equipped with a detachably attached discharge pipe to which a pressure pipe for feeding fresh concrete from a concrete supply source is connected, and this discharge pipe is a straight pipe which is used as a discharge port with one end opening facing the inside of the mold. And a branch pipe branched from the middle of this straight pipe through a communication port to form a bifurcated pipe, and the pressure feed pipe can be connected to the opening end portion which is the pressure feed port of the branch pipe. At the same time, a blocking piece that is slidable in a watertight manner toward the discharge port is provided on the opening side of the other end of the straight tube, and the pushing mechanism is removed from the outside of the straight tube to the blocking piece. A discharge pipe facing the inside of the mold after the concrete is poured into the mold while the blocking piece is slid to the open position of the communication port when the concrete is pumped by this pushing mechanism. It is configured such that it can be stopped by sliding it to the blocking end position of the projecting end face of the discharge port and the communication hole.

【0008】また、この発明は、型枠内に臨む吐出管の
吐出口にエルボ管を嵌合させて接続し、このエルボ管の
吐出口となる開口端を上方に向け配置するとともに、前
記型枠のコンクリート養生固化後の取外し時に、前記エ
ルボ管を残して吐出管を外側から取外し可能にしてなる
ことを特徴とするものである。
Further, according to the present invention, an elbow pipe is fitted and connected to a discharge port of a discharge pipe facing the inside of the mold, and an opening end serving as a discharge port of the elbow pipe is arranged upward and the mold is provided. When removing the frame after the curing and hardening of concrete, the discharge pipe can be removed from the outside while leaving the elbow pipe.

【0009】さらに、この発明は、エルボ管に接続管を
介して吐出管の吐出口に嵌合させて接続してなることを
特徴とするものである。
Further, the present invention is characterized in that the elbow pipe is fitted and connected to the discharge port of the discharge pipe through a connecting pipe.

【0010】さらにまた、この発明は、吐出管の直筒管
内を摺動可能にした遮断駒体の吐出口側先端部を弾性体
にて形成し、この弾性体の外周面に少なくとも1本の突
条部を円周方向に沿って設けるとともに、この突条部を
前記吐出管の直筒管内周面に摺接可能にしてなることを
特徴とするものである。
Further, according to the present invention, the tip of the discharge piece of the blocking piece slidable in the straight tube of the discharge pipe is formed of an elastic body, and at least one protrusion is formed on the outer peripheral surface of the elastic body. The ridge is provided along the circumferential direction, and the ridge can be slidably contacted with the inner peripheral surface of the straight pipe of the discharge pipe.

【0011】そしてまた、この発明は、弾性体の吐出口
側端面に圧接板を締着し、この圧接板にて前記弾性体の
外周面を外側径方向に向け膨出可能にしてなることを特
徴とするものである。
Further, according to the present invention, a pressure contact plate is fastened to the end face of the elastic body on the discharge port side, and the outer peripheral surface of the elastic body can be bulged outward in the radial direction by the pressure contact plate. It is a feature.

【0012】[0012]

【作用】すなわち、この発明は、上記の構成を採用する
ことにより、コンクリート充填手段である吐出管が、一
端開口部を前記型枠内に臨ませて吐出口とした直筒管
と、この直筒管の途上から連通口を介して分岐させた分
岐管とで二股管状に形成され、この分岐管の圧送口とな
る開口端部に、圧送管を接続可能にしてなるとともに、
前記直筒管内の他端開口部側に、前記吐出口に向け水密
的に圧入状態で摺動可能にした遮断駒体を設け、この遮
断駒体に前記直筒管の外側から押込み機構を取外し可能
に設け、この押込み機構にて、前記遮断駒体をコンクリ
ート圧送時に前記連通口の開放位置まで摺動させて停止
可能にしてなるために、コンクリート圧送時の生コンク
リートが吐出管の分岐管を通して吐出口から型枠内へ吐
出され、型枠内への生コンクリートの圧送及び充填が円
滑に行なえる。
That is, according to the present invention, by adopting the above-mentioned structure, the discharge pipe, which is the concrete filling means, has a straight pipe as the discharge port with one end opening facing the inside of the mold, and the straight pipe. It is formed in a bifurcated tubular shape with a branch pipe branched from the way through the communication port, and at the opening end that is the pressure feed port of this branch pipe, it becomes possible to connect the pressure feed pipe,
A blocking piece that is watertightly slidable in a press-fitted state toward the discharge port is provided on the other end opening side in the straight tube, and the pushing mechanism can be detached from the outside of the straight tube to the blocking piece. With this pushing mechanism, the breaking piece can be slid to the open position of the communication port when concrete is being pumped so that it can be stopped. Is discharged from the mold into the mold, and the fresh concrete can be pumped and filled into the mold smoothly.

【0013】また、前記遮断駒体は、型枠内へのコンク
リート打設後に押込み機構にて型枠内に臨む吐出管の吐
出口の突出端面及び連通孔の閉塞遮断位置まで摺動させ
て停止可能にしてなるために、遮断駒体の先端遮断面が
コンクリート養生中に型枠の注入口の内側に位置した状
態を維持し、コンクリート養生固化後に型枠を取外した
際、型枠の注入口跡が凹みとなって構築物の表面に形成
され、これによって、従前のような突起の形成が防止さ
れるとともに、このような型枠の注入口跡の構築物表面
に形成される凹みの埋込処理作業は、突起の削取り作業
よりも簡単に行なえるために、打設後の処理作業が容易
に行なえる。
The shut-off piece is slid to the projecting end face of the discharge port of the discharge pipe and the closed shut-off position of the communication hole facing the inside of the mold by the pushing mechanism after the concrete is poured into the mold and stopped. In order to make it possible, keep the tip blocking surface of the blocking piece inside the injection hole of the mold during concrete curing, and when the mold is removed after the concrete is hardened by concrete curing, the trace of the injection hole of the mold Are formed as dents on the surface of the structure, which prevents the formation of protrusions as in the past, and the work of embedding the dents formed on the surface of the structure of the injection mark of such a mold is Since the work can be performed more easily than the work of removing the protrusions, the processing work after the placing can be performed easily.

【0014】さらに、前記型枠内に臨む吐出管の吐出口
に、エルボ管を嵌合させて接続し、このエルボ管の吐出
口となる開口端を上方に向け配置してなるとともに、型
枠のコンクリート養生固化後の取外し時に、エルボ管を
残して吐出管を型枠の外側から取外し可能にしてなるた
めに、コンクリート圧送時に、生コンクリートがエルボ
管の吐出口から吹上げ状態にて吐出され、生コンクリー
トが吐出管の上方位置まで充填されても、その吐出圧が
型枠の内壁に直接作用せず、これによって、従前のよう
なコンクリート圧送中の型枠の破壊が防止されるととも
に、型枠内への生コンクリートの圧送充填が円滑に行な
える。
Further, an elbow pipe is fitted and connected to a discharge port of the discharge pipe facing the inside of the mold, and an opening end serving as a discharge port of the elbow pipe is arranged to face upward. Since the discharge pipe can be removed from the outside of the form while leaving the elbow pipe when removing after the concrete is cured and hardened, the fresh concrete is discharged in a blow-up state from the discharge port of the elbow pipe during concrete pumping. , Even when the fresh concrete is filled up to the position above the discharge pipe, the discharge pressure does not directly act on the inner wall of the form, which prevents the form from being destroyed during concrete pumping as before. Smooth filling of fresh concrete into the formwork is possible.

【0015】さらにまた、前記エルボ管に接続管を介し
て吐出管の吐出口に嵌合させて接続してなるために、接
続管の長さ調整により、エルボ管の開口端の型枠内中心
部への位置決め調整が容易に行なえる。
Furthermore, since the elbow pipe is connected to the discharge port of the discharge pipe through the connection pipe, the length of the connection pipe is adjusted so that the center of the opening end of the elbow pipe in the frame. Positioning adjustment to parts can be performed easily.

【0016】また、前記吐出管の直筒管内を摺動可能に
した遮断駒体の吐出口側先端部を弾性体にて形成し、こ
の弾性体の外周面に少なくとも1本の突条部を円周方向
に沿って設けるとともに、この突条部を前記吐出管の直
筒管内周面に摺接可能にしてなるために、シール性の向
上が図れ、型枠内への生コンクリートの圧送充填が円滑
に行なえる。
Further, the tip of the discharge piece of the blocking piece slidable in the straight pipe of the discharge pipe is formed of an elastic body, and at least one ridge is formed on the outer peripheral surface of the elastic body. Since it is provided along the circumferential direction and this ridge can be slidably contacted with the inner peripheral surface of the straight pipe of the discharge pipe, the sealability can be improved and smooth filling of fresh concrete into the form can be performed by pressure. Can be done.

【0017】しかも、前記弾性体の吐出口側端面に圧接
板を締着し、この圧接板にて前記弾性体の外周面を外側
径方向に向け膨出可能にしてなるために、弾性体の外周
面が頻繁な使用によって摩耗しても、圧接板の締付けで
弾性体を膨出させるにより、直筒管内周面への摺接状態
が確実に維持され、これによって、シール性の低下が防
止されるとともに、弾性体の長期使用が可能になる。
Moreover, since the pressure contact plate is fastened to the end face of the elastic body on the discharge port side, and the outer peripheral surface of the elastic body can be bulged outward in the radial direction by this pressure contact plate, Even if the outer peripheral surface wears due to frequent use, the elastic body swells by tightening the pressure contact plate, so that the sliding contact state with the inner peripheral surface of the straight tube can be reliably maintained, which prevents the deterioration of sealing performance. In addition, the elastic body can be used for a long period of time.

【0018】[0018]

【実施例】以下、この発明の各実施例を図面に基づいて
詳細に説明すると、図1から図5はこの発明に係るコン
クリート打設装置の第1実施例を示すもので、図1に示
すように、図中1は構築用型枠、2はこの型枠1に開口
された注入口、10はこの型枠1の注入口2に取付けら
れるコンクリート充填手段としての吐出管である。
Embodiments of the present invention will now be described in detail with reference to the drawings. FIGS. 1 to 5 show a first embodiment of a concrete placing apparatus according to the present invention, which is shown in FIG. In the figure, 1 is a construction mold, 2 is an injection port opened in the mold 1, and 10 is a discharge pipe as a concrete filling means attached to the injection port 2 of the mold 1.

【0019】この吐出管10は、直筒管11と、この直
筒管11の途上から連通口12を介して分岐させた分岐
管13とで二股管状に形成されていて、前記直筒管11
の一端開口部11a側外周に設けた支持板14を介して
前記型枠1の注入口2に対応する外壁面1aにボルト等
(図示せず)により着脱可能に取付け固定されるように
なっている。
The discharge pipe 10 is formed into a bifurcated pipe by a straight pipe 11 and a branch pipe 13 branched from the middle of the straight pipe 11 through a communication port 12.
Is detachably attached and fixed to the outer wall surface 1a corresponding to the injection port 2 of the mold 1 through a support plate 14 provided on the outer periphery of the one end opening 11a side by a bolt or the like (not shown). There is.

【0020】また、前記直筒管11の一端開口部11a
は、前記型枠1の注入口2に挿入されてその内部に突出
状態で臨む前記吐出管10の吐出口10aとなっている
一方、前記分岐管13の開口端部13aは、図示しない
コンクリートポンプ車等のコンクリート供給源から生コ
ンクリートPCが圧送される圧送管3が接続金具4を介
して接続される前記吐出管10の圧送口10bとなって
いる。
Further, one end opening 11a of the straight tube 11 is provided.
Is the discharge port 10a of the discharge pipe 10 which is inserted into the injection port 2 of the mold 1 and faces the inside thereof in a protruding state, while the open end 13a of the branch pipe 13 is a concrete pump not shown. A pressure-feeding pipe 3 to which fresh concrete PC is pressure-fed from a concrete supply source such as a car is a pressure-feeding port 10b of the discharge pipe 10 connected via a connection fitting 4.

【0021】そして、前記吐出管10を形成する直筒管
11内の他端開口部11b側には、図2に示すように、
遮断駒体15が前記吐出口10a側に向け水密的に摺動
可能に挿入配置され、この遮断駒体15の吐出口側先端
部15aは、ゴム等の円柱状の弾性体16にて形成され
ているとともに、この弾性体16の外周面16aには、
少なくとも1本(図示の実施例では2本)の突条部1
7,17が円周方向に沿って一体に設けられ、これらの
突条部17,17を前記直筒管11の内周面に圧接状態
にて摺接可能になっている。
Then, as shown in FIG. 2, on the other end opening 11b side in the straight tube 11 forming the discharge tube 10, as shown in FIG.
The shutoff piece 15 is inserted so as to be slidable in a watertight manner toward the discharge port 10a side, and the discharge port side tip portion 15a of the shutoff piece 15 is formed by a columnar elastic body 16 such as rubber. In addition, the outer peripheral surface 16a of the elastic body 16 is
At least one (two in the illustrated embodiment) ridge portion 1
7 and 17 are integrally provided along the circumferential direction, and these ridges 17 and 17 can be slidably contacted to the inner peripheral surface of the straight tube 11 in a pressed state.

【0022】さらに、図中18は前記弾性体16の吐出
口側端面16bに締付けボルト19を介して締着した圧
接板で、この圧接板18は、前記締付けボルト19の締
結力により前記弾性体16の外周面を外側径方向に向け
膨出可能にしてなるものである。
Further, reference numeral 18 in the drawing denotes a pressure contact plate which is fastened to the end face 16b of the elastic body 16 on the discharge port side with a tightening bolt 19, and the pressure contact plate 18 is made by the tightening force of the tightening bolt 19 to make the elastic body. The outer peripheral surface of 16 can be bulged toward the outer radial direction.

【0023】また、図中20は前記遮断駒体15の押込
み機構である。この押込み機構20は、前記吐出管10
の直筒管11の他端開口部11bの外周に嵌合されて接
続金具5を介して取外し可能に固定される円筒状のカッ
プリングからなる接続部材21と、この接続部材21内
の中心軸に沿って挿入配置されかつその先端部22aを
前記遮断駒体15の後端面15bに突当て状態にて当接
可能にしたスパイラルロッドからなる押込み部材22
と、この押込み部材22を螺合状態で保持する雌ネジリ
ングからなる保持部材23と、この保持部材23にて保
持された押込み部材22の後端部22bに着脱可能に設
けたハンドル24とで構成されている。
Reference numeral 20 in the drawing denotes a pushing mechanism for the blocking piece 15. The pushing mechanism 20 is provided with the discharge pipe 10.
A connecting member 21 formed of a cylindrical coupling fitted to the outer periphery of the other end opening 11b of the straight tube 11 and detachably fixed via the connecting fitting 5, and a central axis in the connecting member 21. A pushing member 22 made of a spiral rod, which is inserted along with and has a front end portion 22a abutting against the rear end surface 15b of the blocking piece 15 in an abutting state.
And a holding member 23 formed of a female screw ring for holding the pushing member 22 in a screwed state, and a handle 24 detachably provided at a rear end portion 22b of the pushing member 22 held by the holding member 23. Has been done.

【0024】すなわち、上記した押込み機構20は、コ
ンクリート圧送に際して、前記ハンドル24の回転操作
により回転移動する押込み部材22の先端部22aによ
って、図1に示すように、前記吐出管10の直筒管11
内の初期待機位置Aに位置させた遮断駒体15を、図3
に示すように、前記直筒管11内に開口する連通口12
の開放位置Bまで摺動させて停止可能にしているもの
で、このとき、前記押込み部材22の移動距離は、ハン
ドル24の回転数によるスパイラルロッドの移動距離
(例えば5mm /1回転)にて設定されるようになってい
る。
That is, in the pushing mechanism 20 described above, the straight pipe 11 of the discharge pipe 10 is, as shown in FIG. 1, caused by the tip 22a of the pushing member 22 which is rotationally moved by the rotating operation of the handle 24 during concrete pumping.
The blocking piece 15 placed in the initial standby position A in FIG.
As shown in FIG.
The sliding member 22 can be stopped by sliding to the open position B. At this time, the moving distance of the pushing member 22 is set by the moving distance of the spiral rod (for example, 5 mm / 1 rotation) depending on the rotation speed of the handle 24. It is supposed to be done.

【0025】そして、この状態で、前記吐出管10の吐
出口10aとなる分岐管13の開口端部13aに接続さ
れたコンクリートポンプ車等のコンクリート供給源から
の圧送管3を通して、生コンクリートPCが前記吐出管
10の吐出口10aから型枠1内に圧送され充填される
ようになっているものである。
Then, in this state, the ready-mixed concrete PC is passed through the pressure feed pipe 3 from the concrete supply source such as the concrete pump car connected to the opening end portion 13a of the branch pipe 13 serving as the discharge port 10a of the discharge pipe 10. The mold 1 is pressure-fed into and filled from the discharge port 10a of the discharge pipe 10.

【0026】このようにして、前記型枠1内への生コン
クリートPCの圧送充填によるコンクリート打設が終了
すると、図4に示すように、前記押込み機構20のハン
ドル24の回転操作により、再び押込み部材22を回転
移動させ、前記遮断駒体15を前記型枠1内に臨む吐出
管10の吐出口10aの突出端面の閉塞遮断位置Cまで
摺動させて停止させ、前記吐出口10aと同時に、前記
吐出管10を形成する直筒管11と分岐管13との連通
孔12を遮断して閉塞し、この状態で、コンクリートの
養生固化が行なわれる。
In this way, when the concrete placing by the pressure-filling of the fresh concrete PC into the mold 1 is completed, as shown in FIG. 4, the handle 24 of the pushing mechanism 20 is rotated to push the concrete again. The member 22 is rotated, and the blocking piece 15 is slid to the closing blocking position C of the projecting end face of the discharge port 10a of the discharge pipe 10 facing the inside of the mold 1 and stopped, and simultaneously with the discharge port 10a, The communication hole 12 between the straight pipe 11 and the branch pipe 13 forming the discharge pipe 10 is blocked and closed, and in this state, curing and solidification of concrete is performed.

【0027】このとき、前記遮断駒体15の閉塞遮断位
置Cまでの摺動で、前記吐出管10の吐出口10a側内
に残存する生コンクリートPCが型枠1内に押し込ま
れ、この残存する生コンクリートPCの押し込み作用
で、型枠1内に充填された生コンクリートPCの上面と
上部型枠面との間に形成される空隙を埋め、生コンクリ
ートPCの完全充填を可能にしている。
At this time, when the blocking piece 15 slides to the closed blocking position C, the fresh concrete PC remaining in the discharge port 10a side of the discharge pipe 10 is pushed into the mold 1 and remains. The pushing action of the ready-mixed concrete PC fills the voids formed between the upper surface of the ready-mixed concrete PC filled in the formwork 1 and the upper formwork surface, thus enabling the complete filling of the ready-mixed concrete PC.

【0028】このようなコンクリート養生固化後、図5
に示すように、養生固化したコンクリート構築物100
から前記型枠1から吐出管10を取外し、さらに型枠1
を取り外してなるもので、この場合、前記構築物100
の表面には、前記型枠1の注入口跡としての凹み101
が形成されるものであるが、この凹み101は、モルタ
ル等にて埋込み処理が行なわれるようになっている。
After such concrete curing and hardening, as shown in FIG.
As shown in FIG.
From the mold 1 to remove the discharge pipe 10,
And in this case the construct 100
The surface of the mold has a recess 101 as an injection mark of the mold 1.
The pit 101 is formed, but the recess 101 is configured to be embedded with mortar or the like.

【0029】なお、図中31及び32は前記吐出管10
を形成する直筒管11の外周面に螺合させて設けた第1
及び第2の固定ボルトで、この第1の固定ボルト31に
て、図2に示す前記連通口12の開放位置Bに停止させ
た遮断駒体15を固定可能にしてなる一方、第2の固定
ボルト32にて、図4に示す前記吐出管10の吐出口1
0aの突出端面の閉塞遮断位置Cに停止させた遮断駒体
15を固定可能にしてなるもので、これらの停止位置に
て、前記押込み機構20の取外しを可能にしている。
In the figure, 31 and 32 are the discharge pipes 10.
Which is provided by being screwed onto the outer peripheral surface of the straight tube 11 forming the
The second fixing bolt makes it possible to fix the blocking piece 15 stopped at the open position B of the communication port 12 shown in FIG. 2 with the first fixing bolt 31, while the second fixing bolt is used. The discharge port 1 of the discharge pipe 10 shown in FIG.
The blocking piece 15 stopped at the closed blocking position C on the protruding end face of 0a can be fixed, and the pushing mechanism 20 can be removed at these stopped positions.

【0030】このように、前記押込み機構20を取外し
可能にすることにより、型枠1の各々の注入口2に取付
けた吐出管10に対する個々の押込み機構20の使用を
なくし、1基の押込み機構20にて、他の個所の型枠1
の注入口2に取り付けた吐出管10の遮断駒体15の操
作を行なえるようになっている。
By making the pushing mechanism 20 detachable in this manner, the use of the individual pushing mechanism 20 for the discharge pipe 10 attached to each of the injection ports 2 of the mold 1 is eliminated, and one pushing mechanism is provided. Formwork 20 at 20 other places
The blocking piece 15 of the discharge pipe 10 attached to the injection port 2 can be operated.

【0031】図6から図8はこの発明に係る第2実施例
を示し、図6に示すように、前記型枠1内に臨む吐出管
10の吐出口10aにエルボ管40を嵌合させて接続
し、このエルボ管40をボルト33及びナット34にて
前記型枠1の外側から取外し可能にしてなるとともに、
その吐出口となる開口端41を前記型枠1内の中心部に
位置させて上方に向け配置してなる構成を有するもので
ある。
6 to 8 show a second embodiment according to the present invention. As shown in FIG. 6, an elbow pipe 40 is fitted to a discharge port 10a of the discharge pipe 10 facing the inside of the mold 1. The elbow pipe 40 can be detached from the outside of the mold 1 by the bolt 33 and the nut 34 by connecting the
The opening end 41 serving as the discharge port is located at the center of the mold 1 and is arranged upward.

【0032】すなわち、前記エルボ管40は、その開口
端41を上方に向け配置することにより、コンクリート
圧送時に、生コンクリートPCを吹上げ状態にて吐出さ
せ、これによって、図7に示すように、生コンクリート
PCが吐出管の上方位置まで充填されても、その吐出圧
Pが前記型枠1の内壁面1bに直接するのを防止し得る
ように上方に分散させてなるもので、図8に示すよう
に、前記エルボ管40は、コンクリート養生固化後、構
築物100内にそのまま残存させるようになっている。
That is, in the elbow pipe 40, by arranging the opening end 41 of the elbow pipe upward, the concrete concrete PC is discharged in a blow-up state at the time of pumping concrete, whereby, as shown in FIG. Even when the fresh concrete PC is filled up to the position above the discharge pipe, the discharge pressure P is dispersed upward so as to prevent the discharge pressure P from being directly applied to the inner wall surface 1b of the mold 1. As shown, the elbow pipe 40 is left in the structure 100 as it is after the curing and solidification of the concrete.

【0033】図9はこの発明に係る第3実施例を示し、
上記した第2実施例におけるエルボ管40を吐出管10
の吐出口10aに接続するに際して、接続管50を用
い、この接続管50介して前記吐出管10の吐出口10
aに嵌合させて接続することにより、前記エルボ管40
の開口端41を前記型枠1内の中心部に位置決め調整可
能にしてなる構成を有するものである。
FIG. 9 shows a third embodiment according to the present invention,
The elbow pipe 40 in the second embodiment described above is replaced by the discharge pipe 10.
When connecting to the discharge port 10a of the discharge pipe 10 of the above, the connection pipe 50 is used, and the discharge port 10 of the discharge pipe 10 is connected through this connection pipe 50.
The elbow pipe 40 by fitting and connecting to a.
The opening end 41 is positioned and adjusted at the center of the mold 1.

【0034】なお、上記の実施例において、吐出管10
内の遮断駒体15を摺動させる押込み機構20として、
押込み部材22としてハンドル24の回転操作により回
転移動させたスパイラルロッドを用いて説明したが、油
圧シリンダやエアシリンダなどの駆動装置を用いること
も可能であり、その選択は任意である。
In the above embodiment, the discharge pipe 10
As the pushing mechanism 20 for sliding the shutoff piece 15 in the inside,
Although the spiral rod rotated and moved by the rotating operation of the handle 24 is used as the pushing member 22, a driving device such as a hydraulic cylinder or an air cylinder can be used, and its selection is arbitrary.

【0035】[0035]

【発明の効果】以上の説明から明らかなように、この発
明は、コンクリート充填手段である吐出管が一端開口部
を前記型枠内に臨ませて吐出口とした直筒管と、この直
筒管の途上から連通口を介して分岐させた分岐管とで二
股管状に形成され、この分岐管の圧送口となる開口端部
に、圧送管を接続可能にしてなるとともに、前記直筒管
内の他端開口部側に、前記吐出口に向け水密的に圧入状
態で摺動可能にした遮断駒体を設け、この遮断駒体に前
記直筒管の外側から押込み機構を取外し可能に設け、こ
の押込み機構にて、前記遮断駒体をコンクリート圧送時
に前記連通口の開放位置まで摺動させて停止可能にして
なることから、コンクリート圧送時の生コンクリートが
吐出管の分岐管を通して吐出口から型枠内へ吐出させる
ことができ、型枠内への生コンクリートの圧送及び充填
を円滑に行なうことができる。
As is apparent from the above description, according to the present invention, a discharge pipe, which is a concrete filling means, has a straight pipe whose one end opening faces the inside of the mold to form a discharge port, and a straight pipe of this straight pipe. It is formed in a bifurcated tubular shape with a branch pipe branched from the middle through a communication port, and the pressure feed pipe can be connected to the opening end portion which is the pressure feed port of this branch pipe, and the other end opening in the straight pipe On the side of the section, there is provided a shut-off piece body which is slidable in a watertight manner toward the discharge port in a press-fitted state, and the push-in mechanism is detachably provided on the shut-off piece body from the outside of the straight pipe. Since the blocking piece can be stopped by sliding it to the open position of the communication port when concrete is being pumped, fresh concrete at the time of concrete pumping is discharged from the discharge port into the formwork through the branch pipe of the discharge pipe. Can and formwork The pumping and filling of fresh concrete to can be smoothly performed.

【0036】また、前記遮断駒体は、型枠内へのコンク
リート打設後に押込み機構にて型枠内に臨む吐出管の吐
出口の突出端面及び連通孔の閉塞遮断位置まで摺動させ
て停止可能にしてなることから、遮断駒体の先端遮断面
がコンクリート養生中に型枠の注入口の内側に位置した
状態を維持し、コンクリート養生固化後に型枠を取外し
た際、型枠の注入口跡が凹みとなって構築物の表面に形
成され、これによって、従前のような突起の形成を防止
することができるとともに、このような型枠の注入口跡
の構築物表面に形成される凹みの埋込処理作業は、突起
の削取り作業よりも簡単に行なえるために、打設後の処
理作業を容易に行なうことができる。
After the concrete is poured into the mold, the shut-off piece is slid to a shut-off position where the discharge end of the discharge pipe of the discharge pipe facing the inside of the form and the communication hole are blocked by a pushing mechanism. Since it is possible, the tip blocking surface of the blocking piece remains inside the mold injection port during concrete curing, and when the mold is removed after concrete curing, the injection mark on the mold is removed. Are formed on the surface of the structure as depressions, which can prevent the formation of protrusions as in the past, and the embedding treatment of the depression formed on the surface of the construction of the injection mark of such a formwork. Since the work can be performed more easily than the work of removing the protrusion, the processing work after the placing can be performed easily.

【0037】さらに、請求項2において、型枠内に臨む
吐出管の吐出口に、エルボ管を嵌合させて接続し、か
つ、このエルボ管の吐出口となる開口端を上方に向け配
置してなるとともに、型枠のコンクリート養生固化後の
取外し時に、エルボ管を残して吐出管を型枠の外側から
取外し可能にことから、コンクリート圧送時に、生コン
クリートがエルボ管の吐出口から吹上げ状態にて吐出さ
れ、生コンクリートが吐出管の上方位置まで充填されて
も、その吐出圧が型枠の内壁に直接作用しないために、
従前のようなコンクリート圧送中の型枠の破壊を防止す
ることができ、型枠内への生コンクリートの圧送充填を
円滑に行なうことができる。
Further, in claim 2, the elbow pipe is fitted and connected to the discharge port of the discharge pipe facing the mold, and the opening end serving as the discharge port of the elbow pipe is arranged upward. In addition, since the discharge pipe can be removed from the outside of the mold leaving the elbow pipe when removing the mold after curing and hardening the concrete, the raw concrete is blown up from the discharge port of the elbow pipe during concrete pumping. Even if the concrete is discharged to the upper position of the discharge pipe, the discharge pressure does not directly act on the inner wall of the form,
It is possible to prevent the former form from being broken during the concrete concrete is being pressure-fed, and it is possible to smoothly perform the filling and filling of the concrete with fresh concrete.

【0038】さらにまた、請求項3において、エルボ管
に接続管を介して吐出管の吐出口に嵌合させて接続して
なることから、接続管の長さ調整により、エルボ管の開
口端の型枠内中心部への位置決め調整を容易に行なうこ
とができる。
Furthermore, in the present invention, since the elbow pipe is connected to the discharge port of the discharge pipe through the connection pipe, the opening end of the elbow pipe is adjusted by adjusting the length of the connection pipe. Positioning adjustment to the center of the mold can be easily performed.

【0039】また、請求項4において、吐出管の直筒管
内を摺動可能にした遮断駒体の吐出口側先端部を弾性体
にて形成し、この弾性体の外周面に少なくとも1本の突
条部を円周方向に沿って設けるとともに、この突条部を
前記吐出管の直筒管内周面に摺接可能にしてなることか
ら、シール性の向上を図ることができ、型枠内への生コ
ンクリートの圧送充填をより円滑に行なうことができ
る。
Further, in the present invention, the tip of the discharge piece of the blocking piece slidable in the straight tube of the discharge pipe is formed of an elastic body, and at least one protrusion is formed on the outer peripheral surface of the elastic body. Since the ridges are provided along the circumferential direction, and the ridges can be slidably contacted with the inner peripheral surface of the straight pipe of the discharge pipe, the sealability can be improved and the protrusions can be kept in the mold. The fresh concrete can be more smoothly pumped and filled.

【0040】しかも、請求項5において、弾性体の吐出
口側端面に圧接板を締着し、この圧接板にて前記弾性体
の外周面を外側径方向に向け膨出可能にしてなることか
ら、弾性体の外周面が頻繁な使用によって摩耗しても、
圧接板の締付けで弾性体を膨出させることができるため
に、直筒管内周面への摺接状態を確実に維持させること
ができ、これによって、シール性の低下を防止すること
ができるとともに、弾性体の長期使用を期待することが
できる。
Further, in the present invention, the pressure contact plate is fastened to the end surface of the elastic body on the discharge port side, and the outer peripheral surface of the elastic body can be bulged outward in the radial direction by the pressure contact plate. , Even if the outer peripheral surface of the elastic body wears due to frequent use,
Since the elastic body can be expanded by tightening the pressure contact plate, it is possible to reliably maintain the slidable contact state with the inner peripheral surface of the straight tube, and thereby to prevent the deterioration of the sealability. Long-term use of the elastic body can be expected.

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

【図1】この発明に係るコンクリート打設装置の第1実
施例を示す要部概略的断面図。
FIG. 1 is a schematic cross-sectional view of essential parts showing a first embodiment of a concrete pouring device according to the present invention.

【図2】同じく遮断駒体の拡大半断面図。FIG. 2 is an enlarged half sectional view of the blocking piece.

【図3】同じく押込み機構による遮断駒体の連通口開放
位置への摺動状態を示す概略的断面図。
FIG. 3 is a schematic sectional view showing a sliding state of the blocking piece to the communication port opening position by the pushing mechanism.

【図4】同じく押込み機構による遮断駒体の吐出口閉塞
遮断位置への摺動状態を示す概略的断面図。
FIG. 4 is a schematic cross-sectional view showing a sliding state of the blocking piece by the pushing mechanism to the discharge port closing blocking position.

【図5】同じくコンクリート打設養成固化後の型枠の取
外し状態を示す説明図。
FIG. 5 is an explanatory view showing a detached state of the formwork after the concrete pouring and curing is solidified.

【図6】この発明に係るコンクリート打設装置の第2実
施例を示す要部概略的断面図。
FIG. 6 is a schematic cross-sectional view of a main part showing a second embodiment of the concrete pouring device according to the present invention.

【図7】同じく生コンクリートの圧送充填状態を示す概
略的断面図。
FIG. 7 is a schematic sectional view showing a state in which fresh concrete is pumped and filled.

【図8】同じくコンクリート養生固化後のエルボ管の構
築物内への残存状態を示す説明図。
FIG. 8 is an explanatory diagram showing a state where the elbow pipe remains in the structure after concrete curing and hardening.

【図9】この発明に係るコンクリート打設装置の第3実
施例を示す要部概略的断面図。
FIG. 9 is a schematic cross-sectional view of essential parts showing a third embodiment of the concrete pouring device according to the present invention.

【符号の説明】[Explanation of symbols]

1・・・型枠、 1a・・・外壁面、 1b・・・内壁面、 2・・・注入口、 3・・・圧送管、 4,5・・・接続金具、 10・・・コンクリート充填手段(吐出管)、 10a・・・吐出口、 10b・・・圧送口、 11・・・直筒管、 11a・・・一端開口部(吐出口)、 11b・・・他端開口部、 12・・・連通口、 13・・・分岐管、 13a・・・開口端部(圧送口)、 14・・・支持板、 15・・・遮断駒体、 15a・・・吐出口側先端部、 15b・・・後端面、 16・・・弾性体、 16a・・・外周面、 16b・・・吐出口側端面、 17,17・・・突条部、 18・・・圧接板、 19・・・締付けボルト、 20・・・押込み機構、 21・・・接続部材(カップリング、) 22・・・押込み部材(スパイラルロッド)、 22a・・・突当て先端部、 22b・・・後端部、 23・・・支持部材(雌ネジリング)、 24・・・ハンドル、 40・・・エルボ管、 41・・・開口端(吐出口)、 50・・・接続管、 A・・・遮断駒体の初期待機位置、 B・・・遮断駒体の連通口開放位置、 C・・・遮断駒体の吐出口閉塞遮断位置、 PC・・・生コンクリート。 DESCRIPTION OF SYMBOLS 1 ... Formwork, 1a ... Outer wall surface, 1b ... Inner wall surface, 2 ... Injection port, 3 ... Pumping pipe, 4, 5 ... Connection metal fittings, 10 ... Concrete filling Means (discharging pipe), 10a ... Discharging port, 10b ... Pumping port, 11 ... Straight tube, 11a ... One end opening (discharging port), 11b ... Other end opening, 12. ..Communication port, 13 ... Branch pipe, 13a ... Open end (pressure feed port), 14 ... Support plate, 15 ... Block piece, 15a ... Discharge port side tip part, 15b ... rear end surface, 16 ... elastic body, 16a ... outer peripheral surface, 16b ... discharge port side end surface, 17, 17 ... ridge portion, 18 ... pressure contact plate, 19 ... Tightening bolt, 20 ... Pushing mechanism, 21 ... Connection member (coupling,) 22 ... Pushing member (spiral rod), 2 2a ... Bumping front end, 22b ... Rear end, 23 ... Support member (female screw ring), 24 ... Handle, 40 ... Elbow pipe, 41 ... Open end (Discharge port) ), 50 ... Connection pipe, A ... Initial standby position of the blocking piece, B ... Communication port opening position of the blocking piece, C ... Discharge port closing blocking position of the blocking piece, PC ... ..Green concrete

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】型枠に開口された注入口にコンクリート充
填手段を設け、このコンクリート充填手段にて前記型枠
内にコンクリート供給源から圧送される生コンクリート
を圧送し充填してなるコンクリート打設装置において、 前記コンクリート充填手段は、吐出口が前記型枠の注入
口に外側から内部に突出状態で臨みかつその圧送口に前
記コンクリート供給源から生コンクリートが圧送される
圧送管が接続される着脱可能に取付けられた吐出管を備
え、 この吐出管は、一端開口部を前記型枠内に臨ませて吐出
口とした直筒管と、この直筒管の途上から連通口を介し
て分岐させた分岐管とで二股管状に形成し、 この分岐管の圧送口となる開口端部に、前記圧送管を接
続可能にしてなるとともに、 前記直筒管内の他端開口部側に、前記吐出口に向け水密
的に圧入状態で摺動可能にした遮断駒体を設け、 この遮断駒体に前記直筒管の外側から押込み機構を取外
し可能に設け、この押込み機構にて、前記遮断駒体をコ
ンクリート圧送時に前記連通口の開放位置まで摺動させ
てなる一方、 前記型枠内へのコンクリート打設後に前記型枠内に臨む
吐出管の吐出口の突出端面及び連通孔の閉塞遮断位置ま
で摺動させて停止可能にしたことを特徴とするコンクリ
ート打設装置。
1. A concrete pouring method in which a concrete filling means is provided at an injection opening opened in a mold, and the concrete filling means pumps and fills the concrete into the mold with a fresh concrete pressure-fed from a concrete supply source. In the apparatus, the concrete filling means has a discharge port that faces the injection port of the mold in a protruding state from the outside to the inside, and a pumping pipe for pumping fresh concrete from the concrete supply source is connected to the pumping port. The discharge pipe is movably attached. The discharge pipe includes a straight pipe that has one end opening facing the inside of the mold and serves as a discharge port, and a branch that is branched from the middle of the straight pipe through the communication port. It is formed into a bifurcated tube with a pipe, and the pressure feeding pipe can be connected to the opening end portion which is the pressure feeding port of the branch pipe, and the other end opening side in the straight pipe is directed toward the discharge port. A shutoff piece that is slidable in a watertight and press-fit state is provided, and a push-in mechanism is provided on this shutoff piece so that the push-in mechanism can be removed from the outside of the straight tube. Sometimes it is slid to the open position of the communication port, while it is slid to the projecting end face of the discharge port of the discharge pipe and the closing blocking position of the communication hole facing the inside of the mold after placing concrete in the mold. The concrete pouring device is characterized in that it can be stopped.
【請求項2】型枠内に臨む吐出管の吐出口にエルボ管を
嵌合させて接続し、かつこのエルボ管の吐出口となる開
口端を上方に向け配置するとともに、前記型枠のコンク
リート養生固化後の取外し時に、前記エルボ管を残して
吐出管を外側から取外し可能にしたことを特徴とする請
求項1記載のコンクリート打設装置。
2. An elbow pipe is fitted and connected to a discharge port of a discharge pipe facing the inside of the mold, and an opening end serving as the discharge port of the elbow pipe is arranged upward, and the concrete of the mold is formed. 2. The concrete placing device according to claim 1, wherein the discharge pipe can be removed from the outside while leaving the elbow pipe at the time of removal after curing and solidification.
【請求項3】エルボ管に接続管を介して吐出管の吐出口
に嵌合させて接続したことを特徴とする請求項1または
2記載のコンクリート打設装置。
3. The concrete pouring device according to claim 1, wherein the elbow pipe is connected to the discharge port of the discharge pipe through a connecting pipe.
【請求項4】吐出管の直筒管内を摺動可能にした遮断駒
体の吐出口側先端部を弾性体にて形成し、この弾性体の
外周面に少なくとも1本の突条部を円周方向に沿って設
けるとともに、この突条部を前記吐出管の直筒管内周面
に摺接可能にしたことを特徴とする請求項1,2または
3記載のコンクリート打設装置。
4. A discharge piece side tip of a shut-off piece which is slidable in a straight tube of the discharge tube is formed of an elastic body, and at least one ridge portion is formed around the outer peripheral surface of the elastic body. 4. The concrete placing device according to claim 1, wherein the projecting ridge portion is provided along the direction and is slidable on the inner peripheral surface of the straight pipe of the discharge pipe.
【請求項5】弾性体の吐出口側端面に圧接板を締着し、
この圧接板にて前記弾性体の外周面を外側径方向に向け
膨出可能にしたことを特徴とする請求項4記載のコンク
リート打設装置。
5. A pressure contact plate is fastened to the end face of the elastic body on the discharge port side,
The concrete pouring device according to claim 4, wherein the outer peripheral surface of the elastic body is allowed to bulge outward in a radial direction by the press contact plate.
JP5300805A 1993-11-08 1993-11-08 Concrete placing device Expired - Fee Related JP2817086B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5300805A JP2817086B2 (en) 1993-11-08 1993-11-08 Concrete placing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5300805A JP2817086B2 (en) 1993-11-08 1993-11-08 Concrete placing device

Publications (2)

Publication Number Publication Date
JPH07158274A true JPH07158274A (en) 1995-06-20
JP2817086B2 JP2817086B2 (en) 1998-10-27

Family

ID=17889319

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5300805A Expired - Fee Related JP2817086B2 (en) 1993-11-08 1993-11-08 Concrete placing device

Country Status (1)

Country Link
JP (1) JP2817086B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101533110B1 (en) * 2013-03-11 2015-07-02 주식회사 포스코건설 Device for connecting concrete injection pipe and method for constructing concrete filled steel tube with the device
CN113530241A (en) * 2021-07-08 2021-10-22 广州珠江建设发展有限公司 Pumping jacking interface structure and pumping jacking method for tall steel pipe concrete column

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53130602U (en) * 1977-03-24 1978-10-17
JPS6017850U (en) * 1983-07-14 1985-02-06 崎山 元治 mortar pump
JPH01168657U (en) * 1988-05-13 1989-11-28
JPH0211950U (en) * 1988-07-06 1990-01-25
JPH02139266U (en) * 1989-04-25 1990-11-21
JPH05280196A (en) * 1992-03-27 1993-10-26 Takenaka Komuten Co Ltd Inverted construction method for casting concrete
JPH06185204A (en) * 1992-12-21 1994-07-05 Koei Kogyosho:Kk Injection port cut-off device for pressure-feeding concrete
JPH06322985A (en) * 1993-05-19 1994-11-22 Kajima Corp Sealing method for concrete injection port of steel pipe concrete column

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53130602U (en) * 1977-03-24 1978-10-17
JPS6017850U (en) * 1983-07-14 1985-02-06 崎山 元治 mortar pump
JPH01168657U (en) * 1988-05-13 1989-11-28
JPH0211950U (en) * 1988-07-06 1990-01-25
JPH02139266U (en) * 1989-04-25 1990-11-21
JPH05280196A (en) * 1992-03-27 1993-10-26 Takenaka Komuten Co Ltd Inverted construction method for casting concrete
JPH06185204A (en) * 1992-12-21 1994-07-05 Koei Kogyosho:Kk Injection port cut-off device for pressure-feeding concrete
JPH06322985A (en) * 1993-05-19 1994-11-22 Kajima Corp Sealing method for concrete injection port of steel pipe concrete column

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101533110B1 (en) * 2013-03-11 2015-07-02 주식회사 포스코건설 Device for connecting concrete injection pipe and method for constructing concrete filled steel tube with the device
CN113530241A (en) * 2021-07-08 2021-10-22 广州珠江建设发展有限公司 Pumping jacking interface structure and pumping jacking method for tall steel pipe concrete column

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