JPS60242008A - Method and device for manufacturing concrete board - Google Patents

Method and device for manufacturing concrete board

Info

Publication number
JPS60242008A
JPS60242008A JP9946284A JP9946284A JPS60242008A JP S60242008 A JPS60242008 A JP S60242008A JP 9946284 A JP9946284 A JP 9946284A JP 9946284 A JP9946284 A JP 9946284A JP S60242008 A JPS60242008 A JP S60242008A
Authority
JP
Japan
Prior art keywords
concrete
steel wire
plate
side frame
frame members
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
JP9946284A
Other languages
Japanese (ja)
Inventor
貝原 清三郎
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.)
KAIBARA CONCRETE KK
Original Assignee
KAIBARA CONCRETE 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 KAIBARA CONCRETE KK filed Critical KAIBARA CONCRETE KK
Priority to JP9946284A priority Critical patent/JPS60242008A/en
Publication of JPS60242008A publication Critical patent/JPS60242008A/en
Pending legal-status Critical Current

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  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (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】 (産業上の利用分野) この発明は、側溝用溝蓋、床板、壁板などに使用される
コンクリート板を製造する製造方法およびその装置に関
づ−るものである。
[Detailed Description of the Invention] (Industrial Application Field) This invention relates to a manufacturing method and apparatus for manufacturing concrete plates used for gutter covers, floor boards, wall boards, etc. .

(従来の技術) 従来、コンクリート板は、第9図に示すように、一枚一
枚に対応する箱型状の型枠90〜90を個別に枠組みし
て水平状に寝かせた状態の成形空間部91〜91を形成
し、これらの型枠90〜90を直列状に並設するととも
に、これらの型枠90〜90の成形空間部91〜91に
一連状に鋼線材92〜92を張架して、複数枚のコンク
リート板を同時に得ていた。
(Prior Art) Conventionally, as shown in FIG. 9, concrete plates are formed in a forming space in which box-shaped forms 90 to 90 corresponding to each plate are individually framed and laid horizontally. 91 to 91 are formed, these formworks 90 to 90 are arranged in series, and steel wire rods 92 to 92 are stretched in a continuous manner in the molding spaces 91 to 91 of these formworks 90 to 90. By doing so, multiple concrete plates were obtained at the same time.

(発明が解決しようとする問題点) 上記した従来の技術によると、広い製造スペースが必要
であるとともに、コンクリートの打設にあっては各型枠
90〜90毎にコンクリ−1−の注入口を相当距離移動
させな(プればならず、大量生産に向かないという問題
点があった。この問題点を解決することがこの発明の課
題とするところである。
(Problems to be Solved by the Invention) According to the above-mentioned conventional technology, a large production space is required, and when pouring concrete, a concrete injection port is installed in each formwork 90 to 90. There was a problem in that it was not suitable for mass production because it had to be moved (pull) a considerable distance.It is an object of this invention to solve this problem.

(問題点を解決するだめの手段) 上記した問題点を解決でるだめのこの発明は、板状をし
た少なくとし3枚の側枠材を平行状に並設し、この各側
枠材の相互間の底面を底枠材で閉塞するとともに、同側
枠材の相互間の前後面を前後の各枠材でそれぞれ閉塞せ
しめ、各枠材相互にて取り囲まれた板状をなしかつ左右
方向に並ぶ複数の成形空間部を形成し、各成形空間部に
は鋼線材を適宜張架したのち同成形空間部にそれぞれコ
ンクリ−1〜を打設し、同コンクリートの硬化後に前記
の各枠材を分解して脱型を行い、前記の成形空間部に対
応した複数枚のコンクリート板を同時に得ることを要旨
とするコンクリ−1〜板の製造方法である。
(Means for Solving the Problems) This invention, which solves the above-mentioned problems, has at least three plate-shaped side frame members arranged in parallel, and these side frame members mutually The bottom surface between them is closed with a bottom frame material, and the front and rear surfaces between the same side frame materials are respectively closed with the front and rear frame materials, so that a plate-like shape surrounded by each frame material is formed and the width is extended in the left and right direction. A plurality of side-by-side molding spaces are formed, and steel wires are stretched appropriately in each molding space, then concrete 1 to 1 is poured into each molding space, and after the concrete hardens, each of the above-mentioned frame materials is placed. This is a method for producing concrete plates 1 to 1, the gist of which is to simultaneously obtain a plurality of concrete plates corresponding to the molding spaces by disassembling and demolding.

また、板状をなしかつ少なくとも3枚が平行状に並設さ
れる側枠材と、各側枠材の相互間の底面を閉塞する底枠
材と、各側枠材の相互間の前後面をそれぞれ閉塞す′る
前後の各枠材とからなり、”その前後の各枠材間にはそ
れぞれ鋼線材を架設せしめて、各枠材相互にて取り囲ま
れかつ鋼線材がそれぞれ張架された複数の成形空間部を
、板状にして左右方向に並設させたことを要旨とするコ
ンクリート板の製造装置である。
In addition, side frame members having a plate shape and having at least three pieces arranged in parallel, a bottom frame member that closes the bottom surface between each side frame member, and front and rear surfaces between each side frame member. It consists of front and rear frame members that respectively close the front and rear frame members, and steel wire rods are installed between the front and rear frame members, so that the frame members are surrounded by each other and the steel wire rods are stretched respectively. This is a concrete plate manufacturing apparatus in which a plurality of molding spaces are formed into plate shapes and arranged side by side in the left and right direction.

(作用) 上記した手段によるコンクリート板の製造方法にJ二っ
て、従来と異なり、複数枚のコンクリート板を板状に並
べた状態で同時に製造することができる。
(Function) Unlike the conventional method, the method for producing a concrete plate using the above-mentioned means can simultaneously produce a plurality of concrete plates arranged in a plate shape.

また、上記した手段によるコンクリート板の製造装置に
よって、複数枚のコンクリ−1〜板を同時に製造するに
あたって、従来に比し、少ない枚数の枠材による枠組み
が可能である。
Moreover, when manufacturing a plurality of concrete plates at the same time using the concrete plate manufacturing apparatus according to the above-described means, it is possible to construct a framework using a smaller number of frame members than in the past.

(実施例) 以下、この発明の一実施例を図面にしたがって説明する
。まず、]コンクリートの製造装置の一例について、同
製造装置の正面を示した第1図、同右側面を示した第2
図、同平面を示した第3図を参照して述べることにする
(Example) An example of the present invention will be described below with reference to the drawings. First, regarding an example of concrete manufacturing equipment, Figure 1 shows the front of the equipment, and Figure 2 shows the right side of the equipment.
This will be described with reference to FIG. 3, which shows the same plane.

前後方向に延びる帯板状をした3枚の底枠材10〜10
は左右方向に平行状に並設され、かつその各前端部およ
び後端部上には四角!1状食’e; 1前後の各枠材1
1〜11.12〜12が垂設され、また左の底枠材10
の左側と、相nに隣接した底枠材10〜10間と、右の
底枠材の右側には長四角形板状をなす4枚の側枠材13
〜13がそれぞれ垂立状に配設されている。すなわち、
側枠材13〜13が平行状に並設され、この各側枠材1
3〜13の相互間の底面が底枠材10〜10で閉塞され
るとともに、同側枠材13〜・13の相互間の前後面を
前後の各枠011〜11.12〜12でそれぞれ閉塞さ
れている。
Three bottom frame materials 10 to 10 in the form of strips extending in the front-rear direction
are arranged parallel to each other in the left and right direction, and a square is placed on each front and rear end. 1 form of food 'e; Each frame material 1 before and after 1
1 to 11, 12 to 12 are installed vertically, and the left bottom frame material 10
On the left side of the frame, between the bottom frame members 10 and 10 adjacent to phase n, and on the right side of the right bottom frame member, there are four side frame members 13 in the shape of a rectangular plate.
13 are arranged vertically. That is,
Side frame members 13 to 13 are arranged in parallel, and each side frame member 1
The bottom surfaces between the frames 3 to 13 are closed with the bottom frame materials 10 to 10, and the front and rear surfaces between the frame materials 13 to 13 on the same side are respectively closed with the front and rear frames 011 to 11 and 12 to 12. has been done.

そして、各底枠材10〜10の後部上は四角柱状の仕切
り枠材14〜14がそれぞれ垂設されている。前の枠材
11〜11と側枠材13〜13とは組イ4けボルト15
およびナラ1〜16により一体状に締着されている。ま
た、側枠材13〜13と仕切り枠材14〜14どは組付
はボルト17およびナツト18により一体状に締着され
ている。
Square columnar partition frame members 14 to 14 are vertically disposed above the rear portions of the bottom frame members 10 to 10, respectively. The front frame members 11-11 and the side frame members 13-13 are assembled with 4 bolts 15.
and are integrally fastened by nuts 1 to 16. Furthermore, the side frame members 13 to 13 and the partition frame members 14 to 14 are integrally fastened together with bolts 17 and nuts 18.

上記のようにして枠組み休20が枠組みされることによ
り、各枠材10〜13にて取り囲まれた組状をなしかつ
左右方向に並ぶ3つの成形空間部19〜19が形成され
る。なa3、本例では、各成形空間部19〜19の後部
が仕切り枠材14〜14により閉塞されることになる。
By framing the framework 20 as described above, three molding spaces 19 to 19 are formed in a set shape surrounded by the respective frame members 10 to 13 and lined up in the left and right direction. In this example, the rear part of each molding space 19-19 is closed by the partition frame members 14-14.

この枠組み休20の前後面には前後の定着板21゜22
が各2木ずつ上下に配設されている。前の定着板21.
21は前の枠材11〜11に連結ボルト23〜23にて
締着されでいる。また、後の定着板22,22!よ後の
枠材12〜12に連結ボルト24〜・24にて締着され
ている。前後に対応づ−る前の枠材11〜11と後の枠
材12〜12との間には、各成形空間部19〜19にそ
れぞれ3本ずつ配置される鋼線材25〜25が架設され
ている。しかして、鋼線材25は各仕切り枠材14の與
孔あるいは溝(図示省略)を遊挿状に夷通している。
The front and rear fixing plates 21 and 22 are attached to the front and rear surfaces of this frame rest 20.
are placed one above the other, two trees each. Front fixing plate 21.
21 is fastened to the previous frame members 11-11 with connecting bolts 23-23. Also, the later fixing plates 22, 22! It is fastened to the rear frame members 12 to 12 with connecting bolts 24 to 24. Between the front frame members 11-11 and the rear frame members 12-12 corresponding to each other, three steel wire rods 25-25 are installed in each molding space 19-19. ing. Thus, the steel wire rod 25 is loosely inserted through the holes or grooves (not shown) of each partition frame member 14.

なお、左右の側枠材13,13ど後の定着板22゜1′
 22と。間。よ、左右(D、、べ−9−26,26が
それぞれ介在されている。また、各成形空間部19〜1
つには適宜配力配筋および補助鉄筋が格子状に配設され
る。
In addition, the fixing plate 22゜1' behind the left and right side frame members 13, 13
22 and. while. , right and left (D, 9-26, 26 are interposed respectively. Also, each molding space 19-1
Appropriate distribution reinforcement and auxiliary reinforcing bars are arranged in a grid pattern.

引き続いて、上記した製造装釘により]ンクリー1−板
を製造づる場合について述べる。
Next, a case will be described in which a concrete plate is manufactured using the above-mentioned manufacturing nails.

前記の各成形空間部19へ・19に対しコンクリートを
打設したのら、同コンクリ=I−を養生さけて硬化させ
る。なお、コンクリートの打設時には、第4図および第
5図に示すように、フレーム28に受け台29をブラン
コ状に陽動可能に支持してなる振動台27を用意し、同
振動台27の受(プ台29に枠組み体20を斜状に設買
して、この受口金2つをそれに取イ」けた娠動機30に
て振動させることにより、コンクリートの振動固めをづ
ることができる。
After concrete is poured into each of the molding spaces 19 and 19, the concrete I- is allowed to harden without curing. When pouring concrete, as shown in FIGS. 4 and 5, a vibrating table 27 is prepared in which a pedestal 29 is movably supported in a swing-like manner on a frame 28, and the pedestal 29 of the vibrating table 27 is (By setting up the framework 20 in a diagonal manner on the platform 29 and vibrating the two sockets with the setting machine 30 attached to it, vibration hardening of concrete can be achieved.

そして、コンクリート硬化後、各ボルト15゜17.2
3.24をそれぞれ取外しく各枠材10〜14を分解し
て脱型を行う。づると、第6図に示すようなコンクリ−
]−板31が3枚向時にでき上がることになる。なお、
このコンクリート板31は、必要があれば、適宜、り断
II(図示省略)にて所定の・長さに分断することが可
能である。
After the concrete hardens, each bolt is 15°17.2
3. Remove each frame member 24 and disassemble each frame member 10 to 14 to remove the mold. In other words, concrete as shown in Figure 6
] - The board 31 is completed when three sheets are oriented. In addition,
If necessary, this concrete plate 31 can be divided into predetermined lengths at cutouts II (not shown).

次に、プレテンション方式にJ、ってプレストレスがイ
」与された」ンクリーi〜板31をrJA造号る場合に
ついて述べる。
Next, a case will be described where a pre-stress is applied to the pre-tension method and the concrete board 31 is designated rJA.

−この場合は、上述の各枠材10〜14が枠組みされI
こ枠組み体20におりる鋼線材25−25に対し、コン
クリートの打設前において、図示しないジヤツキ手段に
より同鋼線材25〜25を相反方向へイ」勢することに
より、所定の緊張力が付与されたうえで、コンクリ−1
〜が各成形空間部19〜・19に打設される。また、そ
の後、コンクリートの硬化によって同コンクリートに鋼
線材25〜25が一体的に同名されたのち、各枠材10
〜14の分解によって前記の緊張力が解除される。これ
によって、プレテンション方式によりコンクリート板3
1にプレストレスが付与される。
- In this case, each of the above-mentioned frame members 10 to 14 is
A predetermined tension force is applied to the steel wire rods 25-25 passing through the framework 20 by forcing the steel wire rods 25-25 in opposite directions using a jacking means (not shown) before concrete is poured. After that, concrete 1
~ is placed in each molding space 19~.19. In addition, after that, steel wire rods 25 to 25 were integrally given the same name to the same concrete as the concrete hardened, and each frame material 10
The above-mentioned tension is released by the disassembly of ~14. As a result, the concrete plate 3 is
1 is given prestress.

次に、ボストテンション方式によってプレストレスが付
与された]ンクリーl−板を製造りる場合について述べ
る。
Next, a case will be described in which a concrete l-plate to which prestress is applied by the boss tension method is manufactured.

この場合は、上述の各枠材10〜14が枠組みされノ〔
枠組み体20におtプる鋼線材25・〜25に対し、コ
ンクリートの打設前にd3いて、非1f[t’1の被膜
、例えば、フッ素樹脂の塗イ1]による被膜を形成した
のら、]コンクリートが各成形空間部19〜19に打設
される。これによって、コンクリ−1〜の硬化後にJ5
いてら鋼線4425−25が軸移動可能に保持される。
In this case, each of the above-mentioned frame materials 10 to 14 is not framed.
The steel wire rods 25 to 25 that are attached to the framework body 20 are coated with a non-1f [t'1 coating, for example, fluororesin coating 1] in d3 before concrete is poured. ] Concrete is placed in each of the forming spaces 19 to 19. By this, after concrete 1~ hardens, J5
A steel wire 4425-25 is held so as to be axially movable.

そして、コンクリ−1〜の硬化後において、図示しない
シャツV手段により鋼線材25〜25を相反方向へ(−
JI3’l ’lることにより、同鋼線材25〜25に
所定の緊張力が付りされる。
After the concrete 1~ has hardened, the steel wire rods 25~25 are moved in opposite directions (--
By applying JI3'l'l, a predetermined tension is applied to the steel wire rods 25-25.

この鋼線材25〜25の両端部に、第7図に示づように
、支圧板32を介して定着プツ1−33を締着ぜしめ、
Ii′i]rI4線材25を前記の緊張状態のまま定着
する。これによって、ボストテンション方式により]ン
クリー1−板31にブレス]−レスが付与される。
As shown in FIG. 7, fixing fittings 1-33 are fastened to both ends of the steel wire rods 25-25 via bearing plates 32,
Ii'i] The I4 wire 25 is fixed in the tensioned state. As a result, a brace is applied to the plate 31 by the boss tension method.

また、鋼線材25が撚線月の場合には、前記の支圧板3
2J3よび定着ナツ1−33に代え、第8図に示゛すよ
うに、鋼線材25を撚り戻した素撚線34〜34の相互
間に楔状の支持片35を圧入せしめることにより、鋼線
材25を前記の緊張状態のまま定着することかできる。
In addition, when the steel wire rod 25 is a twisted wire rod, the bearing pressure plate 3
2J3 and the fixing nut 1-33, as shown in FIG. 25 can be fixed in the tensioned state.

(発明の効果) 1なわち、第1番目に記載された発明によれば、従来と
異なり、複数枚のコンクリート板を根状に並べた状態で
同時に製造することができるので、狭い製造スペースで
コンクリート板の製造が可能であるとと6に、各成形空
間部が近接しているのでコンクリートの打設にあたって
注入口の移動距離が短縮される。したがって、コンクリ
ート板を合理的に製造することかでき、大量生産するに
有効である。
(Effects of the invention) 1. That is, according to the first invention, unlike the conventional method, multiple concrete plates can be manufactured simultaneously in a root-shaped arrangement, so it can be manufactured in a narrow manufacturing space. In addition to the fact that concrete plates can be manufactured, the distance that the injection port must travel when pouring concrete is shortened because each molding space is close to each other. Therefore, concrete plates can be manufactured rationally and are effective for mass production.

なお、この製造方法により製造されたコンクリート板は
、同コンクリート板の表裏面が側枠材に面することによ
りフラットな表裏面が得られるどどもに、それによって
精度の良い均一な肉厚を右する同コンクリート板ができ
る。また、コンクリ−1〜板の大きさによっては、]コ
ンクリートの打設後、そのまま移動させることら可能で
あるから、コンクリ−1〜の打設場所と養生場所とを別
個に設定することができ、これまた大量生産に好適であ
る。
In addition, the concrete plate manufactured using this manufacturing method has a flat front and back surface because the front and back sides of the concrete plate face the side frame material, and a uniform wall thickness with high precision. The same concrete board is made. Also, depending on the size of the concrete board, it is possible to move it after pouring the concrete, so the placement location and curing location for concrete board 1 can be set separately. , which is also suitable for mass production.

まI〔、第2番目に記載された発明によれば、上記の第
1番目に記載された発明の製)告方法に準じて1972
93215式による一jンクリート機を合理的に製造す
ることがぐきる。
[According to the second mentioned invention, the invention was made in 1972 according to the manufacturing method of the first mentioned invention above.
It is possible to rationally manufacture a concrete machine using the 93215 type.

まIC%第3番目に記載されIJ発明にJ、れば、上記
の第1番目に記載された発明の製造り法にFMしてボス
トテンション方式による]ンクリー1〜板を合理的に製
造づることができる。
If the IJ invention described in the third IC% is J, then it is possible to rationally manufacture the concrete 1 to board by applying FM to the manufacturing method of the invention described in the first part and using the boss tension method. be able to.

また、第4番口に記載された弁明によれば、複数枚のコ
ンクリ−1〜板を同時に製造ケるにあたって、従来に比
し、少ない枚数の枠材による枠組みが可能であるため、
枠組み作業おJ、σ分解作業が簡素化され、製造効率が
大幅に白土される。
In addition, according to the excuse stated in Part 4, when manufacturing multiple concrete plates at the same time, it is possible to create a framework using fewer frame materials than in the past.
The framework work and σ decomposition work are simplified, and manufacturing efficiency is greatly improved.

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

第1図〜第8図はこの発明の一実施例を示すもので、第
1図はコンクリ−1・板の製造装置の正面図、第2図は
同右側面図、第3図は同平面図、第4図は振動台の正面
図、第5図は同断面図、第6図はコンクリート板の表面
図、第7図および第8図はボストテンション方式のコン
クリート板の定着部を示す断面図、第9図は従来例を示
す斜視図である。 10・・・底枠拐 11・・・前の枠材12・・・後の
枠材 13・・・側枠材19・・・成形空間部 25・
・・鋼線材31・・・コンクリート板 出 願 人 員原コンクリート株式会社代 理 人 弁
即士 岡1)英彦 第5 図 第4図 9
Figures 1 to 8 show one embodiment of the present invention. Figure 1 is a front view of the concrete 1/board manufacturing apparatus, Figure 2 is a right side view of the same, and Figure 3 is the same plane. Figure 4 is a front view of the shaking table, Figure 5 is a sectional view of the same, Figure 6 is a surface view of the concrete plate, and Figures 7 and 8 are cross sections showing the anchoring part of the concrete plate using the boss tension method. 9 are perspective views showing a conventional example. 10...Bottom frame removal 11...Front frame material 12...Rear frame material 13...Side frame material 19...Molding space 25.
...Steel wire rod 31...Concrete plate application Person: Representative of Ibara Concrete Co., Ltd. Person: Ben Sokushi Oka 1) Hidehiko 5 Figure 4 Figure 9

Claims (4)

【特許請求の範囲】[Claims] (1)板状をした少なくとも3枚の側枠材を平行状に並
設し、この各側枠材の相互間の底面を底枠材で閉塞する
とともに、同側枠材の相互間の前後面を前後の各枠材で
それぞれ閉塞ぜしめ、各枠材相互にて取り囲まれた板状
をなしかつ左右方向に並ぶ複数の成形空間部を形成し、
各成形空間部には鋼線材を適宜張架したのち同成形空間
部にそれぞれコンクリートを打設し、同コンクリ−1〜
の硬化後に前記の各枠材を分解して脱型を行い、前記の
成形空間部に対応した複数枚のコンクリ−1へ板を同時
に得ることを特徴とするコンクリート板の製造方法。
(1) At least three plate-shaped side frame materials are arranged in parallel, and the bottom surfaces between the side frame materials are closed with the bottom frame material, and the front and rear sides of the same side frame materials are The surfaces are respectively closed by the front and rear frame materials, and a plurality of molding spaces are formed in a plate shape surrounded by each frame material and lined up in the left and right direction,
After appropriately stretching steel wire rods in each molding space, concrete is placed in each molding space.
After curing, each of the frame materials is disassembled and demolded, and a plurality of concrete plates 1 corresponding to the molding spaces are simultaneously obtained.
(2)前記の鋼線材にはコンクリートの打設前において
緊張力が付与され、かつコンクリ−1・の硬化によって
同コンクリートに鋼線材が一体的に固着されたのち、前
記の緊張力が解除されるプレテンション方式により、前
記のコンクリ−1〜板にプレストレスをイ」与せしめる
特許請求の範囲第1項記載のコンクリート板の製造方法
(2) Tension is applied to the steel wire before concrete is placed, and after the steel wire is integrally fixed to the concrete by hardening of concrete 1, the tension is released. 2. The method of manufacturing a concrete plate according to claim 1, wherein a prestress is applied to the concrete plates by a pretension method.
(3)前記の鋼線材はコンクリ−[−中に軸移動可能に
して埋設され、同鋼線材はコンクリートの硬化後におい
て緊張力を付与した状態に定着されるボストテンション
方式により、コンクリート板にプレストレスを(=J与
せしめる特許請求の範囲第1項記載のコンクリート板の
製造方法。
(3) The above-mentioned steel wire rod is buried in the concrete so that its axis can move, and the steel wire rod is pre-fixed to the concrete plate by the boss tension method, which fixes it under tension after the concrete hardens. A method for manufacturing a concrete plate according to claim 1, which applies stress (=J).
(4)板状をなしかつ少なくとも3枚が平行状に並設さ
れる側枠材と、各側枠材の相互間の底面を閉塞づる底枠
材と、各側枠材の相方間の前後面をそれぞれ閉塞する前
後の各枠材とからなり、その前後の各枠材間にはそれぞ
れ鋼線材を架設せしめて、各枠材用Uにて取り囲まれか
つ鋼線材がそれぞれ張架された複数の成形空間部を、板
状にして左右方向に並設させたことを特徴とするコンク
リ−1−板の製造装冒。
(4) Side frame members that are plate-shaped and are arranged in parallel in at least three pieces, a bottom frame member that closes the bottom surface between each side frame member, and front and rear between the mating parts of each side frame member. It consists of front and rear frame members that close the respective faces, and steel wire rods are installed between each of the front and rear frame members, and a plurality of frames are surrounded by U for each frame member and the steel wire rods are stretched respectively. 1. A manufacturing equipment for a concrete board, characterized in that the molding spaces are formed into plate shapes and arranged side by side in the left and right direction.
JP9946284A 1984-05-16 1984-05-16 Method and device for manufacturing concrete board Pending JPS60242008A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9946284A JPS60242008A (en) 1984-05-16 1984-05-16 Method and device for manufacturing concrete board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9946284A JPS60242008A (en) 1984-05-16 1984-05-16 Method and device for manufacturing concrete board

Publications (1)

Publication Number Publication Date
JPS60242008A true JPS60242008A (en) 1985-12-02

Family

ID=14247978

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9946284A Pending JPS60242008A (en) 1984-05-16 1984-05-16 Method and device for manufacturing concrete board

Country Status (1)

Country Link
JP (1) JPS60242008A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0734597A (en) * 1993-07-22 1995-02-03 Kurosawa Kensetsu Kk Pre-tensioning precast concrete column and manufacture thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0734597A (en) * 1993-07-22 1995-02-03 Kurosawa Kensetsu Kk Pre-tensioning precast concrete column and manufacture thereof

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