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JPH0364286B2 - - Google Patents
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JPH0364286B2 - - Google Patents

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Publication number
JPH0364286B2
JPH0364286B2 JP63223863A JP22386388A JPH0364286B2 JP H0364286 B2 JPH0364286 B2 JP H0364286B2 JP 63223863 A JP63223863 A JP 63223863A JP 22386388 A JP22386388 A JP 22386388A JP H0364286 B2 JPH0364286 B2 JP H0364286B2
Authority
JP
Japan
Prior art keywords
formwork
shower
heated water
concrete pipe
heating
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 - Lifetime
Application number
JP63223863A
Other languages
Japanese (ja)
Other versions
JPH0270402A (en
Inventor
Mitsuharu Ogura
Hideaki Tanaka
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.)
Nippon Zenith Pipe Co Ltd
Original Assignee
Nippon Zenith Pipe 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 Nippon Zenith Pipe Co Ltd filed Critical Nippon Zenith Pipe Co Ltd
Priority to JP22386388A priority Critical patent/JPH0270402A/en
Publication of JPH0270402A publication Critical patent/JPH0270402A/en
Publication of JPH0364286B2 publication Critical patent/JPH0364286B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 <産業上の利用分野> 本発明は、生コンクリートを所定の型枠、例え
ばテーパを有するシームレスパイプ、一つ割りパ
イプ、二つ割りパイプ型式等の型枠に投入して遠
心成型したものを加熱養生した後、この型枠を加
熱により膨張弛緩させてソケツト付コンクリート
管の押し出し又は引き抜き脱型を容易にするコン
クリート管の脱型加熱方法および装置に関する。
Detailed Description of the Invention <Industrial Field of Application> The present invention involves putting fresh concrete into a predetermined formwork, such as a tapered seamless pipe, one-split pipe, two-split pipe type, etc., and centrifuging it. The present invention relates to a method and apparatus for demolding and heating a concrete pipe, in which after a molded product is heated and cured, the mold is expanded and relaxed by heating to facilitate extrusion or pulling out of the concrete pipe with a socket.

<従来技術> 従来のコンクリート養生後、脱型前に型枠を加
熱する方法としては、ガスバーナー、蒸気、加熱
水等によるものがあるが、加熱装置のイニシヤル
コスト、ランニングコスト、作業性、さらに製品
の歩留まり等を考慮に入れると加熱水による加熱
方法が最もよいことが既に知られている。
<Prior art> Conventional methods for heating the formwork after concrete curing and before demolding include using gas burners, steam, heated water, etc., but these methods have low initial cost, running cost, workability, etc. of the heating equipment. Furthermore, it is already known that the heating method using heated water is the best method when considering the yield of the product.

コンクリート管の一例としての外圧管は、JIS
で定められているように、1種と2種に区別され
ており、例えば呼び径が150〜250において、ひび
割れ荷重は、1種対2種は17対24であり、破壊荷
重は、1種対2種は13対24である。
External pressure pipes as an example of concrete pipes are JIS
As stipulated in The two-way tie is 13 to 24.

このため2種のコンクリート管においては、膨
張材を12〜13%含む膨張性コンクリートが用いら
れ、その膨張性のために2種コンクリート管にお
いては、コンクリート管外面と型枠内面との密着
力は、1種に比較してはるかに大であり、このた
め2種コンクリート管の脱型は困難となる。
For this reason, in type 2 concrete pipes, expandable concrete containing 12 to 13% of expanding material is used, and due to its expandability, in type 2 concrete pipes, the adhesion between the outer surface of the concrete pipe and the inner surface of the formwork is reduced. , are much larger than Type 1 concrete pipes, making it difficult to demold Type 2 concrete pipes.

従来のコンクリート管の脱型加熱方法として
は、例えば、特開昭62−294509号公報に開示され
たものがある。
A conventional heating method for demolding a concrete pipe is disclosed in, for example, Japanese Patent Laid-Open No. 62-294509.

そして、この公報には、40℃の湯を噴出させる
加熱装置の管を移動させる構成と、これに代え
て、加熱装置を移動させることなしに型枠をその
軸線方向に移動させる構成と、あるいは、多数の
管を型枠の周りにその軸線方向に並べ配置し、該
管から順次に加熱媒体を噴出させる構成と、さら
に、加熱装置の管の前記の移動に加えて型枠をそ
の場で軸線の周りに回転させ、あるいは、該型枠
の回転に代えて管を回転させる構成と、さらに、
管および型枠の周囲を覆うことにより、加熱箇所
の加熱後における温度低下を少なくする構成とが
記載されている。
This publication describes a configuration in which the pipe of the heating device that spouts hot water at 40°C is moved, and an alternative configuration in which the formwork is moved in its axial direction without moving the heating device; , a configuration in which a large number of tubes are arranged around the formwork in its axial direction, and a heating medium is sequentially jetted from the tubes, and further, in addition to the aforementioned movement of the tubes of the heating device, the formwork is A configuration in which the tube is rotated around an axis or in place of rotation of the formwork, and further,
A configuration is described in which the temperature drop at the heating point after heating is reduced by covering the periphery of the tube and the formwork.

すなわち、この公報には、スピゴツト部分とソ
ケツト部分を除く型枠の外周部分に順次40℃の湯
(加熱水)を移動しながら散布して加熱し型枠を
脱型する構成が記載されている。
In other words, this publication describes a configuration in which 40°C hot water (heated water) is sequentially sprayed and heated over the outer circumferential portion of the formwork, excluding the spigot and socket portions, and the formwork is demolded. .

<発明が解決しようとする課題> しかし、この公報の構成では、水噴出孔が型枠
外周に接近しているので、スピゴツト部分とソケ
ツト部分は側方から加熱されることはあつても、
直上から加熱水で加熱されず、かつ加熱水温が低
いので、ソケツト部分の直前で加熱終了になつて
も、コンクリート管と型枠間に所定の温度差(15
℃)が生じず、かつまた全体加熱終了時まで所定
の温度差を保持できず、特に2種コンクリート管
の脱型が円滑にできない。
<Problems to be Solved by the Invention> However, in the configuration of this publication, the water jet holes are close to the outer periphery of the formwork, so even though the spigot and socket parts may be heated from the sides,
Since the heating water is not heated directly above and the heating water temperature is low, even if heating ends just before the socket, the specified temperature difference (15
℃), and a predetermined temperature difference cannot be maintained until the end of the entire heating, and in particular, type 2 concrete pipes cannot be demolded smoothly.

なぜなら、コンクリート管と型枠はその熱膨張
率ではコンクリート管の方が少し大であり、熱伝
導率では型枠の方が大であることを利用して脱型
するのであるが、加熱水温が低かつたり加熱条件
が悪く、約120秒以上加熱しているとコンクリー
ト管の膨張が大となり、一旦脱型した型枠にコン
クリート管が再び圧着してしまうためである。
This is because the concrete pipe and formwork have a slightly higher coefficient of thermal expansion, and the formwork has a higher thermal conductivity. This is because if the heating conditions are poor and heating is continued for more than about 120 seconds, the concrete pipe will expand significantly and the concrete pipe will be crimped again to the formwork that was once demolded.

<目的> 本発明は、型枠のスピゴツト部分を含む一端か
ら加熱水の散布を始めてまずこの部分の弛緩を確
実に行い、次に段階的に型枠のソケツト部分を含
め他端まで加熱水の散布個所を増加させ、最終的
には一端から他端までの全外周を加熱水で加熱す
ることにより1種コンクリート外圧管はもとより
2種コンクリート外圧管の円滑な脱型を可能にす
ることを目的としている。
<Purpose> The present invention starts by spraying heated water from one end of the formwork, including the spigot part, to ensure relaxation of this part, and then gradually sprays heated water to the other end, including the socket part of the formwork. The purpose is to increase the number of spraying locations and ultimately to heat the entire outer circumference from one end to the other with heated water to enable smooth demolding of not only Class 1 concrete external pressure pipes but also Class 2 concrete external pressure pipes. It is said that

<課題を解決するための手段> 本発明による課題解決手段は第1,2,3図の
如く、生コンクリートを鉄製型枠6に投入して遠
心成形しその生コンクリート管7を加熱養生した
型枠6を、型枠支持台9に載置し、前記型枠6の
一端(スピゴツト側)部分Aの外側保持部8を脱
型加圧装置Yの握持装置17でつかみ、型枠6の
ソケツト付きコンクリート管7の一端を押板16
を介して他端軸線方向に押出圧力を加え、前記型
枠の一端部分Aの全周に、第1シヤワー5−1に
より70〜100℃の加熱水を散布して15〜30秒間だ
け均等に加熱して一端部分Aのみをまず弛緩し、
前記第1シヤワー散水始めより遅れて前記型枠の
一端部分Aに連続した中間部分Cの全周に第2シ
ヤワー5−2により前記と同温の加熱水を散布し
て均等に加熱しこの中間部分Cを弛緩しかつ第1
シヤワーは散水し続け、この第2シヤワー散水始
めより遅れて前記型枠6の中間部分Cに連続した
他端大径(ソケツト側)部分Bの全周に第3シヤ
ワー5−3より前記と同温の加熱水を散布して均
等に加熱しこの他端部分Bを弛緩しかつ第1、第
2シヤワーは散水し続け、前記型枠6よりコンク
リート管7が脱型し始じめたら加熱水の散布をす
べて停止する。
<Means for Solving the Problems> As shown in FIGS. 1, 2, and 3, the means for solving the problems according to the present invention is a mold in which fresh concrete is poured into an iron mold 6, centrifugally formed, and the fresh concrete pipes 7 are heated and cured. The frame 6 is placed on the formwork support stand 9, and the outer holding part 8 of the one end (spigot side) part A of the formwork 6 is grasped by the gripping device 17 of the demolding pressure device Y, and the formwork 6 is One end of the concrete pipe 7 with a socket is pressed onto the plate 16.
Apply extrusion pressure in the axial direction of the other end through the first shower 5-1, and spray heated water of 70 to 100°C evenly for 15 to 30 seconds over the entire circumference of one end part A of the mold. First, only one end portion A is relaxed by heating,
After a delay from the start of watering from the first shower, the second shower 5-2 sprays heated water of the same temperature as above over the entire circumference of the intermediate portion C that is continuous with one end portion A of the formwork, and evenly heats this intermediate portion. Part C is relaxed and the first
The shower continues to sprinkle water, and after a delay from the start of watering from the second shower, a third shower 5-3 is applied to the entire circumference of the other end large diameter (socket side) portion B that is continuous with the middle portion C of the formwork 6. The other end B is relaxed by spraying warm heated water and heated evenly, and the first and second showers continue to spray water, and when the concrete pipe 7 starts to be removed from the formwork 6, the heated water is sprayed. Stop all spraying.

<作用> 上記において、型枠のスピゴツト部分を含む一
端から70〜100℃の加熱水の散布を始めてまずこ
の部分の弛緩を確実に行い、次に段階的に型枠の
ソケツト部分を含む終端まで加熱水の散布個所を
増加させ、最終的には一端から他端までの全外周
を加熱水で加熱することにより、約90秒で1種コ
ンクリート外圧管はもとより2種コンクリート外
圧管の脱型が可能となる。
<Function> In the above, start spraying heated water at 70 to 100°C from one end of the formwork including the spigot part to ensure relaxation of this part, and then step by step to the end including the socket part of the formwork. By increasing the number of locations where heated water is sprayed and ultimately heating the entire circumference from one end to the other with heated water, it is possible to demold not only Class 1 concrete external pressure pipes but also Class 2 concrete external pressure pipes in about 90 seconds. It becomes possible.

<実施例> 以下、本発明の一実施例を第1,2,3図に基
づいて説明する。第1図はコンクリート管の脱型
加熱方法を行う装置の側面図、第2図は第1図の
−線の要部断面図、第3図は加熱水散布状態
と時間の関係を示す線図である。
<Example> An example of the present invention will be described below based on FIGS. 1, 2, and 3. Figure 1 is a side view of a device that performs a heating method for demolding concrete pipes, Figure 2 is a cross-sectional view of the main part taken along the - line in Figure 1, and Figure 3 is a diagram showing the relationship between heated water spraying state and time. It is.

図において、符号1は上記加熱後、電気ヒータ
ーまたはバーナー加熱機であつて、加熱水タンク
2の水を加熱するためのものである。加熱水はパ
イプにより三分され、それぞれモーターバルブ
(ソレノイドバルブ)3−1,3−2,3−3に
供給されており、さらにモーターバルブ3−1,
3−2,3−3はそれぞれ調整バルブ4−1,4
−2,4−3に通じており、そして調整バルブ4
−1,4−2,4−3は、それぞれ第1シヤワー
5−1、第2シヤワー5−2、第3シヤワー5−
3に連通されている。そして、各シヤワーは第2
図にごとく、型枠の外側に配置された七本のパイ
プから構成されている。
In the figure, reference numeral 1 denotes an electric heater or a burner heating machine for heating the water in the heated water tank 2 after the above-mentioned heating. The heated water is divided into three parts by a pipe, and is supplied to motor valves (solenoid valves) 3-1, 3-2, and 3-3, respectively, and is further supplied to motor valves 3-1, 3-2, and 3-3.
3-2 and 3-3 are adjustment valves 4-1 and 4, respectively.
-2, 4-3, and regulating valve 4.
-1, 4-2, and 4-3 are the first shower 5-1, the second shower 5-2, and the third shower 5-, respectively.
It is connected to 3. And each shower has a second
As shown in the diagram, it consists of seven pipes placed outside the formwork.

また、流量調整は、予め調整バルブ4−1,4
−2,4−3で行う。したがつて、加熱水は加熱
水タンク2より加圧ポンプ11を介してモーター
バルブを通つて調整バルブを介してシヤワーに至
るように構成されている。そして、第1シヤワー
5−1は鉄製型枠6の一端部のスピゴツト側部分
Aに加熱水を散布するものであり、第2シヤワー
5−2は前記スピゴツト側部分Aに連続した中間
部分Cに加熱水を散布するものであり、第3シヤ
ワー5−3は中間部分Cに連続した他端部のソケ
ツト側部分Bに加熱水を散布するためのものであ
る。加熱水はA→C→B部と順次流れるようにタ
イムスイツチ等で設定する。勿論、加熱水の散布
は第2図に示す如く型枠6の円周方向から数ケ所
のシヤワーパイプにより同時に散布するものであ
り、その使用本数は、製品のコンクリート管7の
大きさ(2〜2.5m)、1種、2種、気温等により
前記数値の範囲内で適宜で採用される。
In addition, the flow rate adjustment is carried out in advance by adjusting valves 4-1 and 4-4.
-2, 4-3. Therefore, the heated water is configured to flow from the heated water tank 2 through the pressurizing pump 11, through the motor valve, and through the regulating valve to the shower. The first shower 5-1 sprays heated water onto the spigot side portion A of one end of the iron formwork 6, and the second shower 5-2 sprays heated water onto the intermediate portion C continuous to the spigot side portion A. The third shower 5-3 is for spraying heated water onto the socket side portion B at the other end continuous with the intermediate portion C. Set the time switch etc. so that the heated water flows sequentially from A to C to B. Of course, the heated water is sprayed simultaneously using several shower pipes from the circumferential direction of the formwork 6 as shown in Fig. 2, and the number of shower pipes used depends on the size of the concrete pipe 7 of the product (2~ 2.5m), Type 1, Type 2, etc., depending on the temperature, etc., may be adopted as appropriate within the above numerical range.

そして、生コンクリートを鋼鉄製型枠6に投入
して遠心成形しその生コンクリート管7を加熱養
生した型枠6を載置する型枠支持台9と、前記型
枠6の一端のスピゴツト側部分Aの外側保持部8
をつかむ握持装置17と型枠6内のソケツト付き
コンクリート管7の一端を押板16を介して他端
軸線方向に押出圧力を加える押圧シリンダー15
とを有する脱型加圧装置Yとが設けられている。
Then, there is a formwork support stand 9 on which the formwork 6 in which fresh concrete is put into a steel formwork 6, centrifugally formed, and the ready-mixed concrete pipe 7 is heated and cured is placed thereon, and a spigot side portion at one end of the formwork 6. A's outer holding part 8
and a pressing cylinder 15 that applies extrusion pressure to one end of the concrete pipe 7 with a socket in the formwork 6 in the axial direction of the other end via the pressing plate 16.
A demolding pressurizing device Y is provided.

また、前記第1シヤワー5−1は、型枠のスピ
ゴツト側部分Aの全周に、70〜100℃の加熱水を
散布して15〜30秒間だけ均等に加熱してスピゴツ
ト側部分Aのみをまず確実に弛緩する。
In addition, the first shower 5-1 sprays heated water of 70 to 100°C around the entire circumference of the spigot side part A of the formwork and heats it evenly for 15 to 30 seconds to spray only the spigot side part A. First, make sure to relax.

前記第2シヤワー5−2は、前記第1加熱工程
始めより15〜30秒遅れて前記型枠のスピゴツト側
部分Aに連続した中間部分Cの全周に前記と同温
の加熱水を散布して均等に加熱しこの中間部分C
を弛緩する。前記第3シヤワー5−3は、この第
2加熱工程始めより5〜30秒遅れて前記型枠6の
中間部分Cに連続した大径のソケツト側部分Bの
全周に前記と同温の加熱水を散布して均等に加熱
しこのソケツト側部分Bを弛緩する。
The second shower 5-2 sprays heated water of the same temperature as the above over the entire circumference of the intermediate portion C that is continuous with the spigot side portion A of the formwork 15 to 30 seconds after the start of the first heating step. Heat this middle part C evenly.
relax. The third shower 5-3 heats the entire circumference of the large-diameter socket side portion B that is continuous with the middle portion C of the formwork 6 at the same temperature 5 to 30 seconds after the start of the second heating step. Sprinkle water and heat evenly to loosen this socket side part B.

なお、符号10は加熱水、12はリターンポン
プであり、散布後の加熱水10を加熱水タンク2
に戻す役目をする。前記脱型加圧装置Yは台車1
4上に載設されており、車輪でレール上を移動可
能になつており、作動中はレールに固定する。1
3は飛散防止カバーであり、脱型したコンクリー
ト管7は押出シリンダー15とその前端の送りロ
ーラー20によつて製品受台18上のレール上を
移動可能な製品台車19に移送可能となつてい
る。製品受台18は上下方向にも移動可能であ
る。なお、脱型後のコンクリート管7は押出シリ
ンダー15よつて製品台車19上に載置される。
In addition, the reference numeral 10 indicates heated water, 12 indicates a return pump, and the heated water 10 after spraying is transferred to the heated water tank 2.
It serves the purpose of returning it to The demolding pressurizing device Y is a trolley 1
4, it can be moved on the rails with wheels, and is fixed to the rails during operation. 1
3 is a scattering prevention cover, and the demolded concrete pipe 7 can be transferred by an extrusion cylinder 15 and a feed roller 20 at its front end to a product cart 19 movable on a rail on a product pedestal 18. . The product pedestal 18 is also movable in the vertical direction. The concrete pipe 7 after demolding is placed on the product cart 19 via the extrusion cylinder 15.

次に、作用を説明すると、生コンクリートを鋼
鉄製型枠6に投入して遠心形成しその生コンクリ
ート管7を加熱養生した型枠6を、型枠支持台9
に載置し、前記型枠6のスピゴツト側部分Aの外
側保持部8を脱型加圧装置Yの握持装置17でつ
かみ、型枠6のソケツト付きコンクリート管7の
一端を押板16を介して押圧シリンダー15にて
他端軸線方向に押出圧力を加える(押出工程)。
Next, to explain the operation, fresh concrete is poured into a steel formwork 6, centrifugally formed, and the fresh concrete pipe 7 is heated and cured.
The outer holding part 8 of the spigot side part A of the formwork 6 is gripped by the gripping device 17 of the demolding pressure device Y, and one end of the concrete pipe 7 with socket of the formwork 6 is held by the push plate 16. Extrusion pressure is applied in the axial direction of the other end using the press cylinder 15 (extrusion process).

次に、前記型枠のスピゴツト側部分Aの全周
に、第1シヤワー5−1により70〜100℃の加熱
水を散布して15〜30秒間だけ均等に加熱してスピ
ゴツト側部分Aのみをまず確実に弛緩する(第1
加熱工程)。
Next, heated water of 70 to 100°C is sprayed by the first shower 5-1 around the entire circumference of the spigot side part A of the formwork, and heated evenly for 15 to 30 seconds, so that only the spigot side part A is heated. First, make sure to relax (first
heating process).

次に、前記第1加熱工程始めより15〜30秒遅れ
て前記型枠のスピゴツト側部分Aに連続した中間
部分Cの前周に第2シヤワー5−2により前記と
同温の加熱水を散布して均等に加熱しこの中間部
分Cを弛緩しかつ第1シヤワーは散水し続ける
(第2加熱工程)。
Next, 15 to 30 seconds after the start of the first heating step, heated water of the same temperature as above is sprayed by a second shower 5-2 onto the front circumference of the intermediate portion C that is continuous with the spigot side portion A of the formwork. The intermediate portion C is heated evenly to relax the intermediate portion C, and the first shower continues to spray water (second heating step).

この第2加熱工程始めより5〜30秒遅れて前記
型枠6の中間部分Cに連続した大径のソケツト側
部分Bの前周に第3シヤワー5−3より前記と同
温の加熱水を散布して均等に加熱しこのソケツト
側部分Bを弛緩しかつ第1、第2シヤワーは散水
し続ける(第3加熱工程)。
5 to 30 seconds after the start of the second heating process, heated water of the same temperature as above is applied from the third shower 5-3 to the front circumference of the large diameter socket side part B that is continuous with the middle part C of the formwork 6. The socket side portion B is relaxed by being sprayed and heated evenly, and the first and second showers continue to spray water (third heating step).

型枠6よりコンクリート管7が第1シヤワーの
散水始めより約90秒で型枠6とコンクリート管7
間に所定の温度差(例えば15℃)を生ぜしめ、脱
型し始じめたら加熱水の散布をすべて停止する
(脱型工程)。
The concrete pipe 7 is separated from the formwork 6 in about 90 seconds from the start of watering from the first shower.
A predetermined temperature difference (for example, 15°C) is created in between, and when demolding begins, all spraying of heated water is stopped (demolding process).

なお、コンクリート管7と型枠6を加熱する
と、必ずラジアル方向とスラスト方向に熱膨張す
る。ラジアル方向の熱膨張は常に弛緩する方向に
働くから問題はないが、スラスト方向の熱膨張は
ライアル方向に充分に弛緩していないと、コンク
リート管7より鋼鉄製の型枠6の方が熱伝導率が
大きい上に、型枠6に直接加熱水をかけるので熱
膨張が大きくなつてしまう。したがつて、コンク
リート管7にスラスト方向の引張応力が生ずる。
このため急加熱すると、コンクリート管7と型枠
6の温度差が大きくなるので、当然膨張差も大き
くなる。この結果、引張応力も大きくなつてコン
クリート管7に亀裂が生ずる。
Note that when the concrete pipe 7 and the formwork 6 are heated, thermal expansion occurs in the radial direction and the thrust direction. Thermal expansion in the radial direction always works in the direction of relaxation, so there is no problem, but if the thermal expansion in the thrust direction is not sufficiently relaxed in the radial direction, the steel formwork 6 will conduct heat better than the concrete pipe 7. Not only that, but also the heated water is applied directly to the formwork 6, resulting in large thermal expansion. Therefore, tensile stress is generated in the concrete pipe 7 in the thrust direction.
For this reason, when heated rapidly, the temperature difference between the concrete pipe 7 and the formwork 6 increases, so naturally the expansion difference also increases. As a result, the tensile stress also increases and cracks occur in the concrete pipe 7.

コンクリート管7に亀裂を生じない程度の温度
差で熱膨張させ、しかも脱型しやすくしてやるこ
とは、徐々に加熱する方向でしかも温度管理を充
分にしなければならない。
In order to thermally expand the concrete pipe 7 with a temperature difference that does not cause cracks and to make demolding easier, it is necessary to gradually heat the pipe and to maintain sufficient temperature control.

例えば、第1図において、型枠6のスピゴツト
側部分A、ソケツト側部分B、中間部分Cに一度
に加熱水を掛けたり、或はスピゴツト側部分A、
ソケツト側部分Bを加熱水で加熱した後、中間部
分Cを加熱する場合を説明する。特にソケツト付
コンクリート管7においては、前者のスピゴツト
側部分A、ソケツト側部分B、中間部分Cに一度
に加熱水を掛けた場合には、ソケツト側部分Bの
a箇所(ソケツト側部分のテーパー部)からスピ
ゴツト側部分Aの一端部まで完全に型枠6のラジ
アル方向に弛緩した状態になり、後者のスピゴツ
ト側部分A、ソケツト側部分Bを加熱水で加熱し
た後、中間部分Cを加熱した場合には、中間部分
がスピゴツト側部分A、ソケツト側部分Bより後
に弛緩するので、当然ソケツト側部分Bのa部分
と中間部分C(この部分Cはタガ状態である)の
間で亀裂が生じやすくなる。
For example, in FIG. 1, heated water is applied to the spigot side part A, the socket side part B, and the middle part C of the formwork 6 at the same time, or the spigot side part A,
A case will be described in which after the socket side portion B is heated with heated water, the intermediate portion C is heated. In particular, in the case of the concrete pipe 7 with a socket, if heated water is applied to the former spigot side part A, socket side part B, and middle part C at the same time, ) to one end of the spigot side part A was completely relaxed in the radial direction of the formwork 6, and after heating the latter spigot side part A and socket side part B with heated water, the middle part C was heated. In this case, since the intermediate part loosens after the spigot side part A and the socket side part B, a crack naturally occurs between part a of the socket side part B and the middle part C (this part C is in a hoop state). It becomes easier.

しかし、本発明のコンクリート管の脱型加熱方
法は、型枠の一端部分Aの全周に、第1シヤワー
5−1により70〜100℃の加熱水を散布して15〜
30秒間だけ均等に加熱して一端部分Aのみをまず
弛緩し、次に、第2、第3シヤワーにより中間部
分C、他端大径部分Bを順次弛緩しかつ第1、
2、3シヤワーは散水し続け、前記型枠6よりコ
ンクリート管7が脱型し始じめたら加熱水の散布
をすべて停止する構成である。したがつて、本発
明によれば、製品であるコンクリート管7にスラ
スト方向の引張応力が生じないから、亀裂の発生
がなく歩留りの良い製品が得られ、イニシヤルコ
ストとランニングコストの低減が大きく図られ
る。特にソケツト側部分B付コンクリート管7に
好適なコンクリート管の脱型加熱方法であり、脱
型を極めて容易にするとともにその時間の短縮が
可能となる。
However, in the method of demolding and heating a concrete pipe according to the present invention, heated water of 70 to 100°C is sprayed around the entire circumference of one end portion A of the formwork by the first shower 5-1.
First, only one end part A is relaxed by heating evenly for 30 seconds, then the middle part C and the other end large diameter part B are sequentially relaxed by the second and third showers, and the first,
The second and third showers continue to spray water, and when the concrete pipe 7 starts to be removed from the formwork 6, all the spraying of heated water is stopped. Therefore, according to the present invention, no tensile stress is generated in the thrust direction in the concrete pipe 7, which is the product, so a product with no cracks and a high yield can be obtained, and the initial cost and running cost can be greatly reduced. It will be planned. This method of demolding and heating a concrete pipe is particularly suitable for the concrete pipe 7 with the socket side portion B, and makes demolding extremely easy and can shorten the time required.

しかも、コンクリート管7に押出圧力を押出シ
リンダーで与えて加熱するので、製品は常にスラ
スト方向に押出圧力による圧縮圧を生じるので、
加熱中の熱膨張によつて製品に少々引張応力が生
じても圧縮力と引張力は相殺される。したがつ
て、製品の内部応力も圧縮側に近づくか、圧縮応
力になるので亀裂は殆ど無くなる。
Moreover, since the concrete pipe 7 is heated by applying extrusion pressure with an extrusion cylinder, the product always generates compression pressure due to the extrusion pressure in the thrust direction.
Even if a small amount of tensile stress is generated in the product due to thermal expansion during heating, the compressive force and tensile force cancel each other out. Therefore, the internal stress of the product approaches the compression side or becomes compressive stress, so that cracks are almost eliminated.

以上のことから、歩留りの良いコンクリート管
7製品が得られ、イニシヤコストとランニングコ
ストの低減が大きく図られる。
From the above, the concrete pipe 7 product with a good yield can be obtained, and the initial cost and running cost can be greatly reduced.

次に、JIS外圧管の1種、2種の実験例を記す。 Next, experimental examples of types 1 and 2 of JIS external pressure pipes will be described.

[1種の外圧管] 加熱水温:80℃ 型枠6のスピゴツト側部分Aへの加熱水散布時
間:15秒 型枠6のスピゴツト側部分Aの温度変化 加熱水開始時30℃→15秒後45℃→90秒後(加熱
水散布終了時)65℃ コンクリート管7の一端部7aの温度変化 加熱水開始時30℃→90秒後(加熱水散布終了
時)45℃ [2種の外圧管] 加熱水温:88℃ 型枠6のスピゴツト側部分Aへの加熱水散布時
間:30秒 型枠6のスピゴツト側部分Aの温度変化 加熱水開始時15℃→15秒後55℃→90秒後(加熱
水散布終了時)64℃ コンクリート管7の始端部7aの温度変化 加熱水開始時15℃→90秒後(加熱水散布終了
時)45℃ <発明の効果> 以上の説明から明らかな通り、本発明は、鉄製
型枠の一端部分の全周に、第1シヤワーにより70
〜100℃の加熱水を散布して15〜30秒間だけ均等
に加熱して一端部分のみをまず確実に弛緩し、次
に、第2、3シヤワーにより中間部分、他端大径
部分を順次弛緩しかつ第1、2、3シヤワーは散
水し続け、前記型枠よりコンクリート管が脱型し
始じめたら加熱水の散布をすべて停止する構成で
ある。
[1 type of external pressure pipe] Heating water temperature: 80°C Spraying time of heated water to the spigot side part A of the formwork 6: 15 seconds Temperature change in the spigot side part A of the formwork 6 30°C at the start of heating water → 15 seconds later 45℃→90 seconds later (at the end of heated water spraying) 65℃ Temperature change at one end 7a of the concrete pipe 7 30℃ at the start of heated water→90 seconds later (at the end of heated water spraying) 45℃ [Two types of external pressure pipes] ] Heating water temperature: 88℃ Spraying time of heated water to spigot side part A of formwork 6: 30 seconds Temperature change in spigot side part A of formwork 6 15℃ at the start of heating water → 15 seconds later 55℃ → 90 seconds later (At the end of heated water spraying) 64°C Temperature change at the starting end 7a of the concrete pipe 7 15°C at the start of heated water → 45°C after 90 seconds (at the end of heated water spraying) <Effects of the invention> As is clear from the above explanation , the present invention provides a method of applying 70 mm to the entire circumference of one end of the iron formwork by means of a first shower.
Spray heated water at ~100℃ and heat evenly for 15 to 30 seconds to ensure that only one end is relaxed first, then use the second and third showers to loosen the middle part and the large diameter part of the other end in sequence. In addition, the first, second, and third showers continue to spray water, and when the concrete pipe starts to be removed from the formwork, all spraying of heated water is stopped.

したがつて、本発明によると、従来のように約
120秒以上加熱して、コンクリート管の膨張が大
となり、一旦脱型した型枠にコンクリート管が再
び圧着してしまうことはなく、約90秒で両者間に
所定の温度差を生ぜしめて脱型でき、1種コンク
リート外圧管はもとより2種コンクリート外圧管
の円滑な脱型を可能にする優れた効果がある。
Therefore, according to the present invention, approximately
Heating for more than 120 seconds will cause the concrete pipe to expand significantly, and the concrete pipe will not be crimped again to the formwork that was once demolded, and it will take about 90 seconds to create a predetermined temperature difference between the two and demold. It has an excellent effect of enabling smooth demolding of not only type 1 concrete external pressure pipes but also type 2 concrete external pressure pipes.

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

第1図は本発明のコンクリート管の脱型加熱方
法を実施した装置の側面図、第2図は同じく第1
図の−線の要部断面図、第3図は同じく加熱
水散布状態と時間の関係を示す線図である。 5−1:第1シヤワー、5−2:第2シヤワ
ー、5−3:第3シヤワー、6:型枠、7:コン
クリート管、8:外側保持部、9:型枠支持台、
16:押板、17:握持装置、A:スピゴツト側
部分、B:ソケツト側部分、C:中間部分、Y:
脱型加圧装置。
Fig. 1 is a side view of an apparatus that implements the concrete pipe demolding heating method of the present invention, and Fig.
FIG. 3 is a cross-sectional view of the main part taken along the - line in the figure, and is also a diagram showing the relationship between the heated water dispersion state and time. 5-1: first showerer, 5-2: second showerer, 5-3: third showerer, 6: formwork, 7: concrete pipe, 8: outer holding part, 9: formwork support stand,
16: Push plate, 17: Gripping device, A: Spigot side part, B: Socket side part, C: Intermediate part, Y:
Demolding pressure device.

Claims (1)

【特許請求の範囲】[Claims] 1 生コンクリートを鉄製型枠に投入して遠心成
形しその生コンクリート管を加熱養生した型枠
を、型枠支持台に載置し、前記型枠の一端部分の
外側保持部を脱型加圧装置の握持装置でつかみ、
型枠内のコンクリート管の一端を押板を介して他
端軸線方向に押出圧力を加え、前記型枠の一端部
分の全周に、第1シヤワーにより70〜100℃の加
熱水を散布して15〜30秒間だけ均等に加熱して一
端部分のみをまず弛緩し、前記第1シヤワー散水
始めより遅れて前記型枠の一端部分に連続した中
間部分の全周に第2シヤワーにより前記と同温の
加熱水を散布して均等に加熱してこの中間部分を
弛緩しかつ第1シヤワーも散水し続け、この第2
シヤワー散水始めより遅れて前記型枠の中間部分
に連続した他端大径部分の全周に第3シヤワーよ
り前記と同温の加熱水を散布して均等に加熱しこ
の他端部分を弛緩しかつ第1、第2シヤワーも散
水し続け、前記型枠よりコンクリート管が脱型し
始じめたら加熱水の散布をすべて停止することを
特徴とするコンクリート管の脱型加熱方法。
1 Place fresh concrete into a steel formwork, centrifugally form it, heat and cure the fresh concrete pipe, and place the formwork on a formwork support stand, and pressurize the outer holding part of one end of the formwork to release the form. Grasp it with the device's gripping device,
Extrusion pressure is applied to one end of the concrete pipe in the formwork in the axial direction of the other end through a push plate, and heated water of 70 to 100°C is sprayed by a first shower over the entire circumference of one end of the formwork. First, only one end part is relaxed by heating evenly for 15 to 30 seconds, and after the first shower starts watering, the entire circumference of the middle part continuous to one end part of the formwork is heated with a second shower at the same temperature as above. Spray heated water to evenly heat and relax this middle part, and continue to water the first shower,
After the start of shower watering, heated water of the same temperature as above is sprayed from a third shower over the entire circumference of the large diameter part of the other end that is continuous with the middle part of the formwork to uniformly heat it and loosen this other end part. A method for demolding and heating a concrete pipe, characterized in that the first and second showers continue to sprinkle water, and when the concrete pipe starts to be demolded from the formwork, all spraying of heated water is stopped.
JP22386388A 1988-09-06 1988-09-06 Heating method for releasing concrete pipe and its device Granted JPH0270402A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22386388A JPH0270402A (en) 1988-09-06 1988-09-06 Heating method for releasing concrete pipe and its device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22386388A JPH0270402A (en) 1988-09-06 1988-09-06 Heating method for releasing concrete pipe and its device

Publications (2)

Publication Number Publication Date
JPH0270402A JPH0270402A (en) 1990-03-09
JPH0364286B2 true JPH0364286B2 (en) 1991-10-04

Family

ID=16804887

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22386388A Granted JPH0270402A (en) 1988-09-06 1988-09-06 Heating method for releasing concrete pipe and its device

Country Status (1)

Country Link
JP (1) JPH0270402A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4924163B2 (en) * 2007-04-06 2012-04-25 パナソニック株式会社 Electronic parts and manufacturing method thereof

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62294509A (en) * 1986-06-16 1987-12-22 株式会社 豊田機販 Mold release method of concrete molded form

Also Published As

Publication number Publication date
JPH0270402A (en) 1990-03-09

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