JPH048505A - Bendable pc concrete shuttering and its manufacture - Google Patents

Bendable pc concrete shuttering and its manufacture

Info

Publication number
JPH048505A
JPH048505A JP11034390A JP11034390A JPH048505A JP H048505 A JPH048505 A JP H048505A JP 11034390 A JP11034390 A JP 11034390A JP 11034390 A JP11034390 A JP 11034390A JP H048505 A JPH048505 A JP H048505A
Authority
JP
Japan
Prior art keywords
concrete
formwork
bendable
plates
hinges
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
JP11034390A
Other languages
Japanese (ja)
Other versions
JP2557122B2 (en
Inventor
Miki Aoyama
青山 幹
Yoshimasa Hayashi
林 好正
Seika Ogawa
晴果 小川
Tatsuya Wakizaka
脇坂 達也
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP2110343A priority Critical patent/JP2557122B2/en
Publication of JPH048505A publication Critical patent/JPH048505A/en
Application granted granted Critical
Publication of JP2557122B2 publication Critical patent/JP2557122B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Rod-Shaped Construction Members (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE:To manufacture extremely easily and in a short time a PC concrete shuttering, by a method wherein bendable members are arranged within a horizontal-platelike concrete shuttering at appropriate intervals, concrete is placed between the bendable members, the bendable member and concrete are stuck close to each other and demolded. CONSTITUTION:A horizontal-platelike concrete shuttering is constituted by combining concrete shuttering plates 2 and a fixed number of hinges 5, for example, the two hinges 5 are arranged within this concrete shuttering in parallel with each other at desired intervals. Concrete 3 is placed between the hinges 5 and when the concrete 3 is dried and cured, the same is demolded. A flat- platelike PC concrete shuttering 1 where three flat-platelike concrete plates 31, 32, 33 are connected with one another by the two hinges stuck among the concrete plates each is completed. The concrete plates 31, 32, 33 can be bent easily at parts of the hinges 5, in the flat-platelike PC concrete shuttering 1. Both the end concrete plates 31, 33 are bent at the hinges 5, 5, met at right angles with the middle concrete plate 32 and made almost U-shaped. When the U-shaped matter is fitted to a beam or pillar part and fixed with a reinforcement material, a beam concrete shuttering is formed.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、折り曲げ可能なPC型枠の製造方法に関し、
特に、品質が安定で、製造時間が短く、しかも狭隘なス
ペースで大量の保管や運搬が可能で、かつ建設現場での
使用が容易な上記PC型枠およびこれを製造する方法に
関する。
Detailed Description of the Invention (Industrial Application Field) The present invention relates to a method for manufacturing a bendable PC formwork,
In particular, the present invention relates to the above-mentioned PC formwork, which has stable quality, short manufacturing time, can be stored and transported in large quantities in a narrow space, and is easy to use at construction sites, and a method for manufacturing the same.

(従来の技術) 梁や柱部等へのコンクリート打設は、従来、梁や柱部等
の鉄骨や鉄筋を施工した後、その鉄骨等の周囲に型枠板
を取付け、この型枠板内にコンクリートを打設すること
により行われていた。
(Conventional technology) Conventionally, when pouring concrete into beams, columns, etc., after constructing the steel frames and reinforcing bars for the beams, columns, etc., formwork plates are attached around the steel frames, etc. This was done by pouring concrete into the ground.

しかし、このような工法では、型枠板の取付は及びコン
クリート乾燥硬化後の取外し作業を特徴とする特に、隅
部の梁や柱等のように作業環境の悪い箇所での上記型枠
板の取付は及び取外しは、作業が煩雑で、長時間を要す
°る。
However, in this construction method, the formwork plates are installed and removed after the concrete has dried and hardened. Particularly, the formwork plates are installed in places where the work environment is poor, such as corner beams and columns. Installation and removal are complicated and take a long time.

そこで、近年、上記の型枠板の取付は及び取外し作業を
省略すべく、梁や柱等の外周形状に合わせて、例えば第
5図(A)、(B)に示すようなU字形等のプレキャス
トコンクリート製型枠01を予め工場等で製造しておき
(以下、この型枠をPC型枠と言う)、このPC型枠0
1を所定の梁や柱等に取付け、PC型枠01内にコンク
リートを打設する工法が開発され、実用に供されている
Therefore, in recent years, in order to omit the installation and removal work of the above-mentioned formwork boards, for example, U-shaped forms such as those shown in Fig. 5 (A) and (B) have been used to match the outer circumferential shape of beams, columns, etc. A precast concrete formwork 01 is manufactured in advance at a factory, etc. (hereinafter, this formwork is referred to as PC formwork), and this PC formwork 0
1 to a predetermined beam or column, and concrete is poured into the PC formwork 01, which has been developed and put into practical use.

この工法によれば、PC型枠01自体が梁や柱等の外周
の構成部材となるため、PC型枠01内へのコンクリー
ト打設の後、PC型枠01を取外す等作業が不要となり
、作業が簡略化されると共に、工期も大幅に短縮する。
According to this construction method, the PC formwork 01 itself becomes a component of the outer periphery of beams, columns, etc., so it is not necessary to remove the PC formwork 01 after pouring concrete into the PC formwork 01. This simplifies the work and significantly shortens the construction period.

(発明が解決しようとする課題) しかし、従来のPC型枠01の製造方法には、次のよう
な問題があった。
(Problems to be Solved by the Invention) However, the conventional method for manufacturing the PC formwork 01 has the following problems.

すなわち、第5図(A)に示すPC型枠01は、先ず、
U字形の底面となる型枠板02a上にコンクリート03
aを打設し、コンクリート03aが硬化した後に、U字
形の側面となる4枚の型枠02bを組立て、この4枚の
型枠板02bの間にコンクリート03bを打設し、最後
に型枠板02a。
That is, the PC formwork 01 shown in FIG. 5(A) is first
Concrete 03 is placed on the formwork plate 02a which becomes the bottom of the U-shape.
After concrete 03a is poured and the concrete 03a hardens, four formworks 02b that will form the sides of the U-shape are assembled, concrete 03b is poured between these four formwork plates 02b, and finally the formwork Board 02a.

02bを取外すことにより製造していた。It was manufactured by removing 02b.

この製造方法によれば、U字形底面のコンクリート03
aを打設し、硬化した後、U字形側面のコンクリート0
3bを打設することになるので、コンクリートの打ち継
ぎ部04が生じるのみならず、コンクリートの打設を2
度行なう煩わしさを伴う。また、側面のコンクリートの
調合はワーカビリティの関係で水セメント比を大きくし
なければならず、コンクリートの品質が低下する。従っ
て、製品の品質にバラツキが生じ、歩留りが悪く、製造
コストの高騰を招いていた。加えて、コンクリ−)03
aの硬化を待って、型枠02bの組立やコンクリート0
3bの打設を行わねばならず、製造時間が長時間化して
いた。
According to this manufacturing method, concrete 03 with a U-shaped bottom
After pouring a and hardening, concrete 0 on the U-shaped side
3b, not only will there be a concrete pouring section 04, but also the concrete pouring will have to be completed 2 times.
It is a hassle to do it often. Furthermore, in the mix of concrete for the sides, the water-cement ratio must be increased due to workability, which deteriorates the quality of the concrete. Therefore, the quality of the products varies, the yield is poor, and manufacturing costs rise. In addition, concrete)03
Wait for hardening of a, assemble formwork 02b and concrete 0
3b had to be cast, which increased the manufacturing time.

また、第5図(B)に示すPC型枠01は、先ず、6枚
の型枠板02でU字形を枠組し、次いで、これら6枚の
型枠板02間にコンクリート03を一体的に打設し、最
後に型枠板02a、02bを取り外すことにより製造し
ていた。
In addition, the PC formwork 01 shown in FIG. 5(B) is first constructed into a U-shape using six formwork plates 02, and then concrete 03 is integrally placed between these six formwork plates 02. It was manufactured by pouring and finally removing the formwork plates 02a and 02b.

この製造方法では、上記の第5図(A)に示すPC型枠
01のようなコンクリートの打ち継ぎ部04は生じない
し、またコンクリート03の硬化を待って次のコンクリ
ートを打設すると言った不都合もない。しかし、U字形
の立ち上がり部αへのコンクリート打設が容易ではなく
、ときには6部へのコンクリートの回り込み不良が生じ
、歩留りが悪く、製造コストの高騰を招いていた。
In this manufacturing method, there is no concrete pouring part 04 like the PC formwork 01 shown in FIG. Nor. However, it is not easy to pour concrete into the rising part α of the U-shape, and sometimes the concrete does not wrap around the 6th part, resulting in poor yields and a rise in manufacturing costs.

特に、薄型のU字形PC型枠01を製造する場合には、
立ち上がり部αにおいて、上記の不良が発生し易いばか
りでなく、型枠板02の取外しくすなわち、脱型)の際
に破損事故が発生することもあった。
In particular, when manufacturing a thin U-shaped PC formwork 01,
In the rising portion α, not only the above-mentioned defects are likely to occur, but also breakage accidents may occur when the form plate 02 is removed (ie, demolded).

そのうえ、PC型枠のサイズを変更する場合や、立ち上
がり部に貫通スリーブを設置するにも不便であった。
Moreover, it is inconvenient when changing the size of the PC formwork or installing a through sleeve at the rising part.

更に、薄型、浮型いずれのPC型枠01においても、か
さばるため保管や運搬の際に広大なスペースを要し、保
管及び輸送コストも高額である等の問題も提起されてい
た。
Furthermore, both the thin and floating PC formworks 01 are bulky and require a large amount of space for storage and transportation, leading to problems such as high storage and transportation costs.

本発明は、以上の諸点に鑑みてなされたものであって、
その目的とするところは、薄型、浮型のものであっても
製品品質にバラツキを生じることなく、容易にかつ短時
間で製造することができると共に、狭小なスペースでも
大量の保管や運搬が可能であり、かつ建設現場での使用
も容易な折曲げ可能なPC型枠を製造する方法を提案す
るにある。
The present invention has been made in view of the above points, and
The aim is to be able to manufacture products easily and in a short time without causing variations in product quality, even if they are thin or floating, as well as to be able to store and transport large quantities even in a small space. The purpose of the present invention is to propose a method for manufacturing a bendable PC formwork that is easy to use at construction sites.

(課題を解決するための手段) 本発明は、上記目的を達成するために、PC板に直線状
の折り曲げ可能な部材を組み込んだPC型枠とするとと
もに、具体的製造法として、水平板状型枠内に折り曲げ
可能な部材を適宜の間隔を置いて配置し、該折り曲げ可
能な部材間にコンクリートを打設して該折り曲げ可能な
部材とコンクリートとを固着させた後、脱型することを
特徴とする。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides a PC formwork in which linear bendable members are incorporated into a PC board, and as a specific manufacturing method, a horizontal plate shape After arranging bendable members at appropriate intervals in the formwork and pouring concrete between the bendable members and fixing the bendable members and concrete, the mold is removed. Features.

また、好ましくは上記の折り曲げ可能な部材として、蝶
番または可撓性を有する目地材を使用することである。
Preferably, a hinge or a flexible joint material is used as the bendable member.

(作 用) 本発明に係る製造方法では、水平板状型枠内に予め蝶番
又はゴムやプラスチック等の可撓性を有する目地材等か
らなる折り曲げ部材を適宜の間隔を置いて配置し、この
折り曲げ部材の間にコンクリートを打設する。
(Function) In the manufacturing method according to the present invention, bending members made of hinges or flexible joint materials such as rubber or plastic are placed in advance at appropriate intervals in a horizontal plate-like form. Place concrete between the bent members.

このコンクリートが乾燥硬化した後、脱型すると、適宜
の間隔毎に、上記の折り曲げ部材が固着された平板状の
PC型枠が製造される。
After this concrete is dried and hardened, it is removed from the mold to produce a flat PC formwork to which the above-mentioned bending members are fixed at appropriate intervals.

このPC型枠は、コンクリートに固着された折り曲げ部
材部において折り曲げ可能であり、可撓性を備えたもの
となる。
This PC formwork can be bent at the bending member fixed to the concrete, and has flexibility.

このような折り曲げ可能なPC型枠は、予め、工場等に
おいて大量に製造し、平板状で積み上げ保管される。
Such bendable PC molds are manufactured in advance in large quantities at a factory, etc., and stored in flat plate shapes.

そして、平板状のままで所要数が建築現場等に運搬され
、所要の梁や柱等の形状に応じて上記の折り曲げ部材の
部位において折り曲げられ、固定されて梁や柱等の型枠
となる。
Then, the required number of flat plates are transported to a construction site, etc., where they are bent at the above-mentioned bending parts according to the shape of the required beam or column, and fixed to form the formwork for the beam or column. .

この後、この型枠内にコンクリートが打設される。コン
クリートが乾燥硬化すれば、上記のPC型枠を取外すこ
となく、このPC型枠を外周材とする梁や柱等が完成す
る。
Concrete is then poured into the formwork. When the concrete dries and hardens, beams, columns, etc. using the PC formwork as the outer peripheral material are completed without removing the above-mentioned PC formwork.

(実 施 例) 第1図は、本発明に係る製造方法の一実施例をコンクリ
ート打設直後の状態で示したもので、本例では折り曲げ
部材として蝶番を使用している。
(Example) FIG. 1 shows an example of the manufacturing method according to the present invention in a state immediately after concrete is poured, and in this example, a hinge is used as the bending member.

同図に示すように、先ず、型枠板2を組み合わせて水平
板状の型枠を構成し、この型枠内に所望の間隔(すなわ
ち、梁や柱等の寸法に合わせた間隔、本例では梁の幅に
合わせた間隔)を置いて所定数(本例では2本)の蝶番
5を平行に配置する。
As shown in the figure, first, formwork plates 2 are combined to form a horizontal plate-like formwork, and within this formwork a desired interval (i.e., an interval according to the dimensions of beams, columns, etc., in this example) is formed. A predetermined number (two in this example) of hinges 5 are arranged in parallel at intervals corresponding to the width of the beam.

次いで、これら2本の蝶番5間にコンクリート3を打設
し、コンクリート3が乾燥硬化したなら、脱型する。
Next, concrete 3 is poured between these two hinges 5, and when the concrete 3 is dried and hardened, it is removed from the mold.

すると、3枚の平板状のコンクリート31,32.33
が各コンクリート板間に固着された2本の蝶番5で連結
された平板状のPC型枠1が完成する。
Then, three slabs of concrete 31, 32, 33
A flat PC formwork 1 is completed in which the concrete plates are connected by two hinges 5 fixed between each concrete plate.

この平板状のPC型枠1は、蝶番5の部分で3枚のコン
クリート板31,32.33を容易に折り曲げることが
できるものである。
This flat PC formwork 1 allows three concrete plates 31, 32, and 33 to be easily bent at the hinge 5.

第2図は、以上のようにして製造された折曲げ可能なP
C型枠1の使用態様を示したものである。
Figure 2 shows the bendable P manufactured as described above.
This figure shows how the C formwork 1 is used.

すなわち、両端のコンクリート板31.33を、蝶番5
.5で折り曲げ、中のコンクリート板32に対して直角
にし、概略U字形状とする。
That is, the concrete plates 31 and 33 at both ends are attached to the hinge 5.
.. 5, and make it perpendicular to the concrete plate 32 inside to form a roughly U-shape.

このU字形状のものを、図示はしないが、粱や柱等(本
例では梁)の部分に取付け、補強材(支保工)で固定す
れば、梁型枠が形成される。
Although not shown in the drawings, this U-shaped piece is attached to a portion of a column or pillar (in this example, a beam) and fixed with reinforcing material (shoring) to form a beam formwork.

そして、この梁型枠内にコンクリートを打設する。この
コンクリートが乾燥硬化すれば、上記の梁型枠と一体化
し、上記のPC型枠1を外周材とする梁が建造される。
Concrete is then poured into this beam formwork. When this concrete dries and hardens, it is integrated with the beam formwork described above, and a beam is constructed using the PC formwork 1 as the outer peripheral material.

第3図は、本発明に係る製造方法の他の実施例をコンク
リート打設直後の状態で示したもので、本例では折り曲
げ部材としてゴム、プラスチック製等の可撓性の有る目
地材6を使用している。
FIG. 3 shows another embodiment of the manufacturing method according to the present invention in a state immediately after concrete is poured. In this embodiment, a flexible joint material 6 made of rubber, plastic, etc. is used as a bending member. I am using it.

同図においては、先ず、第1図の場合と同様に、型枠板
2を組み合わせて平板状の型枠を構成し、この型枠内に
所望の間隔(本例では、第1図の場合と同様に、梁の幅
に合わせた間隔)を置いて所定数(本例では2本)の目
地材6を平行に配置する。
In this figure, first, as in the case of Fig. 1, formwork plates 2 are combined to form a flat formwork, and a desired interval (in this example, in the case of Fig. 1) is set in the formwork. Similarly, a predetermined number (two in this example) of joint materials 6 are arranged in parallel at intervals corresponding to the width of the beam.

次いで、これら2本の目地材6間にコンクリート3を打
設し、コンクリート3が乾燥硬化したなら、脱型する。
Next, concrete 3 is placed between these two joint materials 6, and when the concrete 3 is dried and hardened, it is removed from the mold.

すると、3枚の平板状のコンクリート31,32.33
が各コンクリート板間に固着された2本の目地材6で連
結された平板状のPC型枠1が完成する。
Then, three slabs of concrete 31, 32, 33
A flat PC formwork 1 is completed in which the concrete plates are connected by two joint materials 6 fixed between each concrete plate.

この平板状のPC型枠1は、目地材6の部分て3枚のコ
ンクリート板31,32.33を容易に折り曲げること
ができるものである。
This flat PC formwork 1 can easily bend three concrete plates 31, 32, and 33 at the joint material 6 portion.

第4図は、以上のようにして製造された折曲げ可能なP
C型枠1の使用態様を示したものである。
Figure 4 shows the bendable P manufactured as described above.
This figure shows how the C formwork 1 is used.

すなわち、第2図の場合と同様に、両端のコンクリート
板31.33を、目地材6,6で折り曲げ、中のコンク
リート板32に対して直角にし、概略U字形状とする。
That is, as in the case of FIG. 2, the concrete plates 31 and 33 at both ends are bent at the joint materials 6, 6 to be perpendicular to the concrete plate 32 inside, forming a roughly U-shape.

このU字形状のものを、第2図の場合と同様に、図示は
しないが、梁や柱等(本例では梁)の部分に取付け、補
強材(支保工)で固定し、梁型枠を形成する。
As in the case of Fig. 2, this U-shaped thing is attached to a beam or column (beam in this example), fixed with reinforcing material (shoring), and then attached to the beam formwork (not shown). form.

そして、第2図の場合と同様に、この梁型枠内にコンク
リートを打設し、このコンクリートが乾燥硬化すれば、
上記の梁型枠と一体化し、上記のPC型枠1を外周材と
する梁が建造される。
Then, as in the case of Figure 2, concrete is poured into this beam formwork, and once this concrete dries and hardens,
A beam is constructed which is integrated with the beam formwork described above and has the above PC formwork 1 as its outer peripheral material.

なお、第1図及び第3図の場合において、蝶番5又は可
撓性の有る目地材6を3本、4本・・・・・・使用して
PC型枠1を製造することにより、第2図及び第4図の
4角形状の梁のPC型枠以外の4角形状、5角形状・・
・・・・の梁や柱等のコンクリート打設用型枠として使
用することかできる。
In addition, in the case of FIG. 1 and FIG. 3, by manufacturing the PC formwork 1 using three or four hinges 5 or flexible joint materials 6, Square shapes and pentagon shapes other than the PC formwork of the square beams in Figures 2 and 4...
It can be used as formwork for concrete pouring of beams and columns etc.

(発明の効果) 以上詳述したように、本発明に係る製造方法によれば、
コンクリートの打ち継ぎがないので、打設作業が一工程
ですみ、また水平な型枠板の上にコンクリートを打設す
るいわゆる平場打ちであるため脱型作業が容易であり、
原型から薄型のPC型枠を、極めて容易に、かつ短時間
に製造することができる。
(Effects of the Invention) As detailed above, according to the manufacturing method of the present invention,
Since there is no concrete pouring, the pouring work is completed in one step, and demolding is easy because the concrete is poured on a horizontal form board, which is what is called flat pouring.
A thin PC formwork can be manufactured from a prototype extremely easily and in a short time.

また、上記のようにコンクリートの打設が平場打ちであ
るからコンクリートの調合は硬練りでよく、このため、
コンクリートの品質に悪影響を及ぼすブリード水の発生
がない。加えて、ジャンカ等を生じる恐れもなく、コン
クリートの打設を均一に行うことができる。これらの結
果として、本発明に係る製造方法によれば、安定した、
しかも高品質のPC型枠を製造することができ、歩留り
が向上し、製造コストを大幅に低減することかできる。
In addition, as mentioned above, since concrete is placed by pouring in the field, hard mixing is sufficient for mixing the concrete.
There is no generation of bleed water that adversely affects the quality of concrete. In addition, concrete can be placed uniformly without the risk of creating jitters or the like. As a result, according to the production method of the present invention, stable,
Furthermore, high quality PC molds can be manufactured, yields can be improved, and manufacturing costs can be significantly reduced.

そして、本発明に係るPC型枠は、平板状のまま運搬す
ることができるため、大量のPC型枠の保管及び運搬を
狭小なスペースで行うことかでき、保管及び輸送コスト
も大幅に減少する。
Furthermore, since the PC formwork according to the present invention can be transported in its flat form, a large amount of PC formwork can be stored and transported in a narrow space, and storage and transportation costs are also significantly reduced. .

しかも、本発明に係るPC型枠は、容易に折り曲げるこ
とができ、現場での使用が極めて容易である。
Furthermore, the PC formwork according to the present invention can be easily bent and is extremely easy to use on site.

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

第1図は本発明に係る製造方法の一実施例を示す図、第
2図は第1図の方法で製造された本発明に係るPC型枠
の使用態様を説明するための図、第3図は本発明に係る
製造方法の他の実施例を示す図、第4図は第2図の方法
で製造された本発明に係るPC型枠の使用態様を説明す
るための図、第5図(A)、(B)は従来のPC型枠の
製造方法を示す図である。
FIG. 1 is a diagram showing an embodiment of the manufacturing method according to the present invention, FIG. The figures are diagrams showing other embodiments of the manufacturing method according to the present invention, FIG. 4 is a diagram for explaining how the PC formwork according to the present invention manufactured by the method of FIG. 2 is used, and FIG. (A) and (B) are diagrams showing a conventional method of manufacturing a PC formwork.

Claims (3)

【特許請求の範囲】[Claims] (1)PC板に直線状の折り曲げ可能な部材を組み込ん
だことを特徴とする折曲げ可能なPC型枠。
(1) A bendable PC formwork characterized by incorporating a linear bendable member into a PC board.
(2)水平板状型枠内に折り曲げ可能な部材を適宜の間
隔を置いて配置し、該折り曲げ可能な部材間にコンクリ
ートを打設して該折り曲げ可能な部材とコンクリートと
を固着させた後、脱型することを特徴とする折曲げ可能
なPC型枠の製造方法。
(2) After arranging bendable members at appropriate intervals in a horizontal plate formwork and pouring concrete between the bendable members to fix the bendable members and concrete. A method for manufacturing a bendable PC formwork, which comprises removing the mold.
(3)前記折り曲げ可能な部材として、蝶番または可撓
性を有する目地材を使用することを特徴とする請求項2
記載のPC型枠の製造方法。
(3) Claim 2, wherein a hinge or a flexible joint material is used as the bendable member.
The method for manufacturing the PC formwork described.
JP2110343A 1990-04-27 1990-04-27 Bendable PC form and method of manufacturing the same Expired - Lifetime JP2557122B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2110343A JP2557122B2 (en) 1990-04-27 1990-04-27 Bendable PC form and method of manufacturing the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2110343A JP2557122B2 (en) 1990-04-27 1990-04-27 Bendable PC form and method of manufacturing the same

Publications (2)

Publication Number Publication Date
JPH048505A true JPH048505A (en) 1992-01-13
JP2557122B2 JP2557122B2 (en) 1996-11-27

Family

ID=14533353

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2110343A Expired - Lifetime JP2557122B2 (en) 1990-04-27 1990-04-27 Bendable PC form and method of manufacturing the same

Country Status (1)

Country Link
JP (1) JP2557122B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110485677A (en) * 2019-09-26 2019-11-22 福建首聪世豪实业有限公司 Floor pipeline and its preparation facilities and preparation method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5146962A (en) * 1974-08-27 1976-04-22 Moeller J D Optik Yukamatahatenjono shijitaini sokasaretakyokubishujutsuyokenbyokyo
JPS6028565U (en) * 1983-08-03 1985-02-26 株式会社クボタ Brake operating device
JPS6030011U (en) * 1983-07-29 1985-02-28 カルソニックカンセイ株式会社 sensor position control device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5146962A (en) * 1974-08-27 1976-04-22 Moeller J D Optik Yukamatahatenjono shijitaini sokasaretakyokubishujutsuyokenbyokyo
JPS6030011U (en) * 1983-07-29 1985-02-28 カルソニックカンセイ株式会社 sensor position control device
JPS6028565U (en) * 1983-08-03 1985-02-26 株式会社クボタ Brake operating device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110485677A (en) * 2019-09-26 2019-11-22 福建首聪世豪实业有限公司 Floor pipeline and its preparation facilities and preparation method

Also Published As

Publication number Publication date
JP2557122B2 (en) 1996-11-27

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