JP2005127071A - Cap for covering edge of reinforcement, and device and method for arrangement of reinforcement in concrete product mold - Google Patents

Cap for covering edge of reinforcement, and device and method for arrangement of reinforcement in concrete product mold Download PDF

Info

Publication number
JP2005127071A
JP2005127071A JP2003365408A JP2003365408A JP2005127071A JP 2005127071 A JP2005127071 A JP 2005127071A JP 2003365408 A JP2003365408 A JP 2003365408A JP 2003365408 A JP2003365408 A JP 2003365408A JP 2005127071 A JP2005127071 A JP 2005127071A
Authority
JP
Japan
Prior art keywords
formwork
mold
pin
cap
side plate
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
JP2003365408A
Other languages
Japanese (ja)
Other versions
JP4199091B2 (en
Inventor
Yasuaki Takagi
保明 高木
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.)
Toko Sangyo Co Ltd
Original Assignee
Toko Sangyo 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 Toko Sangyo Co Ltd filed Critical Toko Sangyo Co Ltd
Priority to JP2003365408A priority Critical patent/JP4199091B2/en
Publication of JP2005127071A publication Critical patent/JP2005127071A/en
Application granted granted Critical
Publication of JP4199091B2 publication Critical patent/JP4199091B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Reinforcement Elements For Buildings (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To arrange lattice-shaped reinforcement in a mold in the vertically closed state of a mold side plate in the mold for vertical casting. <P>SOLUTION: In this mold for vertical casting, the mold side plate 5 is rotatably fitted to a mold bottom plate 2, and a lattice-shaped reinforcement 6 is placed upright. Pins 7 and 7a are inwardly projected beforehand at a position for disposing the end of a lateral reinforcement 6b on the upper side of a drainage hole forming projected part 8 projected to the inside of the mold side plate 5 and a position for disposition at the end of the vertical reinforcement 6a of the mold bottom plate 2, respectively, and the mold side plate 2 is closed upright. On the other hand, a cap 10 provided with an engagement placement part 18 with the pin 7a projected on the mold side plate 5 at its tip, is put on the end part of the lateral reinforcement 6b, and also a cap 9 provided with the insertion part 12 of the pin 7 projected on the mold bottom plate 2 at its tip is put on the end part of the vertical reinforcement 6a. The tip of the cap 10 put on the end part of the lateral reinforcement 6b is engaged and put on the pin 7a projected on the mold side plate 5, and the pin 7 projected on the mold bottom plate 2 is inserted into the tip of the cap 9 put on the end part of the vertical reinforcement 6a. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、鉄筋端縁被冠用キャップと、これを使用したコンクリート製品型枠における
配筋装置及び配筋方法に関する。
TECHNICAL FIELD The present invention relates to a reinforcing bar edge crown cap, and a bar arrangement device and a bar arrangement method in a concrete product form using the cap.

従来、側溝蓋の様な平板状のコンクリート製品を製造する型枠としては、側溝蓋の排水
穴を有しない一方の長手側面を上面として、かかる上面のみを開口した立て型状の型枠、
又はこの型枠を多数連設した所謂立て打ち用型枠が挙げられる。
この型枠は、側溝蓋の排水穴を有しない他方の長手側面に対応した型枠底板に、側溝蓋
の排水穴を有する小口に対応した型枠側板を回動自在に設けて成り、型枠内には格子状に
組み付けられた格子状鉄筋と型枠間の間隔を保持する様にして、格子状鉄筋を直立状に配
筋し、製造されるコンクリート製品内に埋設された鉄筋のかぶり厚さを保持することで、
その強度及び耐久性を向上させている。
格子状鉄筋を型枠内で間隔保持する様に配筋するには、特許文献1に開示される様に、
型枠側板において、型枠内に配筋する鉄筋端部の配設対応位置に、予じめピンを内方へ突
設し、一方、略円筒状の嵌着部の先端部に上下を開放した略H形状の係合載置部を設けて
なる鉄筋端縁被冠用キャップを鉄筋端部に被冠し、該キャップの係合載置部における下方
を開放した凹部をピン上に係合載置することにより、所定のかぶり厚さを有する様に型枠
内に格子状鉄筋を簡単にして安定的に配筋していた。
特開平9−11224号公報
Conventionally, as a formwork for producing a flat concrete product such as a side groove cover, a vertical formwork form having only one upper side as an upper surface with no drain hole of the side groove cover, and opening only the upper surface,
Alternatively, a so-called standing mold form in which a large number of the mold forms are continuously provided.
This formwork is formed by rotatably providing a formwork side plate corresponding to a small opening having a drain hole in the side groove cover on a formwork bottom plate corresponding to the other long side surface having no drainage hole in the side groove cover. Inside, the grid reinforcing bars are arranged upright so as to maintain the space between the grid reinforcing bars assembled in a grid and the formwork, and the cover thickness of the reinforcing bars embedded in the manufactured concrete product By holding
Its strength and durability are improved.
In order to arrange the latticed reinforcing bars so as to keep the spacing in the formwork, as disclosed in Patent Document 1,
On the side plate of the formwork, projecting pins are projected inward at the positions corresponding to the positions of the reinforcing bar ends that are arranged in the formwork, while the top and bottom are opened at the tip of the substantially cylindrical fitting part. The rebar end crowned cap provided with the substantially H-shaped engagement mounting portion is crowned at the end of the reinforcing bar, and the concave portion of the engagement mounting portion of the cap is opened on the pin. By placing, the grid-like reinforcing bars were simply and stably arranged in the mold so as to have a predetermined cover thickness.
Japanese Patent Laid-Open No. 9-11224

しかしながら、この種の立て打ち用の型枠において、型枠側板には、その内側に排水穴
成形用凸部がその幅(側溝蓋の厚みに相当)に渡って突設されているため、上下の横筋端
縁にキャップを被冠した格子状鉄筋を型枠側板を直立に閉じた状態で型枠の上方開口部か
ら型枠内へ配置しようとすると、排水穴成形用凸部に下方の横筋端縁に被冠したキャップ
が引っ掛かる。
このため、型枠側板を倒伏した状態で型枠内に格子状鉄筋を配置した後に、型枠側板を
起立させ、ピンにキャップを係止することでしか格子状鉄筋を型枠内に配筋することがで
きず、その作業が甚だ面倒であった。
However, in this type of standing mold, the mold side plate has a drain hole-forming convex part on its inner side that protrudes over its width (corresponding to the thickness of the side groove cover). If you attempt to place a grid-like reinforcing bar with a cap on the edge of the horizontal bar from the upper opening of the mold into the mold with the mold side plate closed upright, the lower horizontal bar The cap on the edge is caught.
For this reason, after placing the grid reinforcing bars in the mold with the mold side plate lying down, the grid reinforcing bars are placed in the mold only by raising the mold side plate and locking the cap to the pin. I couldn't do that, and the work was awkward.

本発明は、上記課題に鑑み、型枠底板に型枠側板を回動自在に設け、格子状鉄筋を直立
状に配筋する立て打ち用型枠において、型枠底板の縦筋端部の配設対応位置にピンを突設
し、該ピンに縦筋端部を連結する様に装着した鉄筋端縁被冠用キャップであって、縦筋端
部を被冠する嵌着部の先端にピンの挿入部を設けたもの、又は挿入部を横筋の軸線に対応
する方向にのみ幅広く凹設したもの、又は挿入部の側面部にピンが抜出できない大きさの
外部連通口を設けたもの、又は嵌着部の基端開口部の端面左右に軸線方向に長い案内片を
突設したもの、又はかぶり厚さに対応した長さを有する間隔保持脚を外方突出形成した縦
筋端縁被冠用キャップを提供する。
そして、上記型枠側板の内側に突設した排水穴成形用凸部より上方における横筋端部の
配設対応位置にピンを突設し、該ピンとの係合載置部を先端に設けた横筋端縁被冠用キャ
ップを横筋端部に被冠すると共に、縦筋端縁被冠用キャップを上記縦筋端部に被冠し、型
枠側板を直立に閉じた状態で、横筋端縁被冠用キャップの先端を型枠側板に突設したピン
に係合載置すると共に、縦筋端縁被冠用キャップの先端に型枠底板に突設したピンを挿入
することにより、型枠側板を直立に閉じた状態であっても、何等の支障なく型枠内に格子
状鉄筋を配置できる様にして、上記課題を解決する。
In view of the above-described problems, the present invention provides a vertical formwork in which a formwork side plate is rotatably provided on a formwork bottom plate, and lattice reinforcing bars are arranged upright. It is a cap for a reinforcing steel bar edge crown mounted so as to project a pin at a corresponding position and connect the end of the longitudinal bar to the pin, and the pin is attached to the tip of the fitting part which covers the end of the vertical bar Those provided with an insertion part, or those where the insertion part is widely recessed only in the direction corresponding to the axis of the transverse muscle, or those provided with an external communication port of a size where the pin cannot be pulled out on the side part of the insertion part, Alternatively, the longitudinal stripe edge cover in which a guide piece which is long in the axial direction is provided on the left and right of the end face of the base opening of the fitting portion, or a space holding leg having a length corresponding to the cover thickness is formed to protrude outward. Providing a crown cap.
Then, a pin protrudes from a position corresponding to the arrangement of the end of the horizontal bar above the drain hole-forming convex part protruding from the inside of the mold side plate, and the horizontal bar has an engaging mounting portion with the pin at the tip. With the edge covering crown cap on the end of the horizontal muscle, the longitudinal muscle edge covering cap is put on the end of the longitudinal muscle and the formwork side plate is closed upright, and the edge of the horizontal muscle is covered. The tip of the crown cap is engaged and placed on the pin protruding from the mold side plate, and the pin protruding from the mold bottom plate is inserted into the tip of the cap for the longitudinal muscle edge crown to insert the side plate of the mold Even in a state where the bar is closed upright, the above-described problem is solved by arranging the lattice reinforcing bars in the mold without any trouble.

要するに請求項1記載の発明では、型枠底板に型枠側板を回動自在に設け、格子状鉄筋
を直立状に配筋する立て打ち用型枠において、型枠底板の縦筋端部の配設対応位置にピン
を突設し、該ピンに縦筋端部を連結する様に装着した鉄筋端縁被冠用キャップであって、
縦筋端部を被冠する嵌着部の先端にピンの挿入部を設けたので、型枠側板を直立に閉じた
状態で型枠の上方開口部から型枠内へ格子状鉄筋を投入するに際し、例え型枠側板に排水
穴成形用凸部が内方突出していても、縦筋端部にキャップを被冠するだけのため、横筋端
縁が排水穴成形用凸部に引っ掛かることはなく、型枠内へ格子状鉄筋を配置できると共に
、型枠底板に内方突設したピンを挿入部に挿入することにより、型枠底板上に格子状鉄筋
を直立状に簡単に支持でき、よってコンクリート製品の上下面に対応した型枠の区画板に
対し格子状鉄筋をかぶり厚さに対応した間隔を以て安定的に配筋できる。
In short, according to the first aspect of the present invention, in the standing mold form in which the mold form side plate is rotatably provided on the mold form bottom plate and the lattice reinforcing bars are arranged upright, the arrangement of the end of the vertical line of the formwork bottom plate is arranged. A cap for a reinforcing bar edge crown mounted so as to project a pin at a corresponding position and connect the end of the longitudinal bar to the pin,
Since the pin insertion part is provided at the tip of the fitting part that covers the end of the vertical bar, the grid-like reinforcing bar is inserted into the mold from the upper opening of the mold with the mold side plate closed upright. At that time, even if the convex part for drainage hole formation protrudes inward on the formwork side plate, the edge of the horizontal stripe does not get caught on the convex part for drainage hole formation because it only covers the cap on the end of the vertical line. In addition to being able to place the grid-like reinforcing bars in the formwork and inserting the pins projecting inwardly into the formwork bottom plate into the insertion part, the lattice-like reinforcing bars can be easily supported upright on the formwork bottom plate. It is possible to stably arrange the grid-like reinforcing bars at intervals corresponding to the cover thickness on the partition plates of the formwork corresponding to the upper and lower surfaces of the concrete product.

請求項3記載の発明では、挿入部は、その側面部にピンが抜出できない大きさの外部連
通口を設けたので、型枠内へのコンクリート打設時に挿入部内へコンクリートを流入させ
られ、挿入部内におけるピンとの隙間を無くし、脱型時に抜き出したピン穴を極力小さく
してコンクリート製品の外観を良好と成すことができると共に、コンクリート打設時にお
ける振動や、型枠による振動成型時における振動によっても外部連通口からはピンが抜け
出ることがなく、型枠内における格子状鉄筋の安定した配筋状態を維持できる。
In the invention of claim 3, since the insertion portion is provided with an external communication port of a size that the pin cannot be pulled out on the side surface portion, the concrete is allowed to flow into the insertion portion when the concrete is placed in the mold, It eliminates the gap with the pin in the insertion part and makes the pin hole extracted at the time of demolding as small as possible to make the appearance of the concrete product good, and also vibration during concrete placement and vibration molding by mold As a result, the pin does not come out from the external communication port, and the stable reinforcing bar arrangement of the grid-like reinforcing bars in the mold can be maintained.

請求項4記載の発明では、嵌着部は、その基端開口部の端面左右に軸線方向に長い案内
片を突設したので、案内片に沿って縦筋端部を嵌着部内にスムーズに挿入でき、キャップ
の被冠状態においては、鉄筋の交差部を邪魔とせず、案内片間に鉄筋の交差部を配置でき
るため、キャップを装着した縦筋を横切る横筋により嵌着部の回転を防止できると共に、
挿入部の縦筋に対する位置決め及びその状態が維持でき、コンクリート打設時の衝撃に対
しても嵌着部が回転しないため、安定した状態で格子状鉄筋を支持できる。
In the invention according to claim 4, since the fitting portion is provided with a long guide piece protruding in the axial direction on the left and right of the end face of the base end opening, the end of the vertical muscle is smoothly inserted into the fitting portion along the guide piece. Can be inserted, and when the cap is crowned, the crossing part of the reinforcing bar can be placed between the guide pieces without interfering with the crossing part of the reinforcing bar. As well as
The positioning of the insertion portion with respect to the longitudinal bars and the state thereof can be maintained, and the fitting portion does not rotate against an impact at the time of placing the concrete, so that the lattice reinforcing bars can be supported in a stable state.

請求項5記載の発明では、かぶり厚さに対応した長さを有する間隔保持脚を外方突出形
成したので、格子状鉄筋の型枠内への配筋に際し、間隔保持脚はその先端を区画板に摺接
させながら型枠内に格子状鉄筋を投入することで案内の役目も果たすことができ、又格子
状鉄筋の配筋状態において間隔保持脚の先端が区画板に当接することでかぶり厚さに対応
した区画板との間隔をより確実に保持できる。
In the invention according to claim 5, since the interval holding leg having a length corresponding to the cover thickness is formed to protrude outward, the interval holding leg defines its tip when arranging the reinforcing bars into the formwork. The grid reinforcing bars can be inserted into the formwork while being in sliding contact with the plate, and it can also serve as a guide. The space | interval with the partition plate corresponding to thickness can be hold | maintained more reliably.

請求項6、8記載の発明では、型枠底板に型枠側板を回動自在に設け、格子状鉄筋を直
立状に配筋する立て打ち用型枠において、型枠側板の内側に突設した排水穴成形用凸部よ
り上方における横筋端部の配設対応位置と、型枠底板の縦筋端部の配設対応位置の夫々に
ピンを突設し、型枠側板を直立に閉じ、一方、横筋端部に被冠したキャップの先端にピン
との係合載置部を設けると共に、縦筋端部に被冠したキャップの先端にピンの挿入部を設
けたので、型枠側板を直立に閉じた状態で型枠の上方開口部から型枠内へ格子状鉄筋を投
入するに際し、例え型枠側板に排水穴成形用凸部が内方突出していても、排水穴成形用凸
部より下方に配設される横筋端部にはキャップを被冠しないため、その横筋端縁が排水穴
成形用凸部に引っ掛かることはなく、型枠内に格子状鉄筋を簡単容易に配置できる。
そして、横筋端部に被冠したキャップの先端を型枠側板に突設したピンに係合載置する
と共に、縦筋端部に被冠したキャップの先端に型枠底板に突設したピンを挿入することに
より、排水穴成形用凸部より上方の横筋端部が型枠側板に突出したピン上で支持されると
共に、型枠底板に突出したピンでこれに配設対応した縦筋端部が支持されることにより、
格子状鉄筋は、かぶり厚さを正確に保持できる様に区画板と所定間隔を置いた状態で安定
的に配筋できると共に、従来に比し配筋作業が簡単なため、その作業効率を向上できる。
しかも、ピンは型枠側板及び型枠底板に固定されているため、型枠と共に何度も使用で
きると共に、同一のかぶり厚さを維持したコンクリート製品を多数製造できる。
In the inventions according to claims 6 and 8, in the standing-up formwork in which the formwork side plate is rotatably provided on the formwork bottom plate, and the lattice reinforcing bars are arranged upright, the projecting form is provided inside the formwork side plate. Pins project from the corresponding positions of the horizontal streak end above the drain hole forming convex part and the vertical streak end of the formwork bottom plate to close the formwork side plate upright. In addition to providing an engaging mounting portion for the pin at the tip of the cap that is crowned at the end of the horizontal muscle, and an insertion portion of the pin at the tip of the cap that is crowned at the end of the longitudinal muscle, the formwork side plate is placed upright. When the latticed rebar is inserted into the mold from the upper opening of the mold in the closed state, even if the drain hole forming convex part protrudes inward from the mold side plate, it is below the drain hole forming convex. Since the end of the horizontal line is not covered with the cap, the edge of the horizontal line is caught on the drain hole forming convex part. Ku, easy easy placement of the grid-like reinforcing bars in the formwork.
Then, the tip of the cap covered at the end of the horizontal stripe is engaged and placed on the pin protruding from the mold side plate, and the pin protruding from the mold bottom plate is attached to the tip of the cap covered at the edge of the vertical stripe By inserting, the end of the horizontal line above the drain hole forming convex part is supported on the pin protruding from the mold side plate and the end of the vertical line corresponding to the pin protruded from the mold bottom plate Is supported by
Lattice rebars can be stably placed with a predetermined distance from the partition plate so that the cover thickness can be accurately maintained, and the work is easier than before, improving the work efficiency. it can.
Moreover, since the pins are fixed to the formwork side plate and the formwork bottom plate, they can be used many times with the formwork, and a large number of concrete products can be manufactured with the same cover thickness maintained.

請求項2、7、9記載の発明では、挿入部は、横筋の軸線に対応する方向にのみ幅広く
凹設したので、格子状鉄筋における縦筋と横筋の交差部が正確に直交して組付けられてな
くても、ピンを挿入部内に確実に配置でき、よって格子状鉄筋の組付け精度が低くても格
子状鉄筋の下部を確実にして安定支持できる等その実用的効果甚だ大である。
In the inventions according to claims 2, 7, and 9, since the insertion portion is recessed widely only in the direction corresponding to the axis of the horizontal bar, the crossing portion of the vertical bar and the horizontal bar in the lattice reinforcing bar is assembled so as to be accurately orthogonal. Even if it is not provided, the pin can be surely arranged in the insertion portion, and therefore the practical effect such as the ability to reliably support the lower part of the grid-like reinforcing bar even when the assembly accuracy of the grid-like reinforcing bar is low is significant.

以下本発明の実施の一形態例を図面に基づいて説明する。
図1は、側溝蓋であるコンクリート製品の立て打ち用型枠1の斜視図であり、該型枠1
は、縦長方形状の型枠底板2上に多数の横長方形状の区画板3を所定間隔置きに平行立設
し、各区画板3の下方隅角部に支軸を回転自在に支持し、該支軸4に区画板3間の幅に略
対応した型枠側板5の下端を所定枚数固定することにより、各型枠側板5を連動して回動
自在と成し、使用時は、型枠底板2に対し型枠側板5を直立させて直立した横長箱型が多
数連設する様に成し、又コンクリート製品の脱型時に型枠側板5を倒伏する様に成してい
る。
An embodiment of the present invention will be described below with reference to the drawings.
FIG. 1 is a perspective view of a standing mold 1 for a concrete product that is a side groove cover.
A plurality of horizontal rectangular partition plates 3 are installed in parallel at predetermined intervals on a vertical rectangular form bottom plate 2, and support shafts are rotatably supported at lower corners of the partition plates 3, By fixing a predetermined number of lower ends of the formwork side plates 5 substantially corresponding to the width between the partition plates 3 to the support shaft 4, the formwork side plates 5 can be rotated in conjunction with each other. A large number of upright horizontal box types are provided by standing the formwork side plate 5 with respect to the bottom plate 2, and the formwork side plate 5 is laid down when the concrete product is removed.

区画板3で区画された型枠底板2の各上面には、型枠1内に直立状に配筋、即ち区画板
3間に平行配置する格子状鉄筋6の縦筋6aの下端部が対応する位置に先細りテーパー状の
ピン7を突設している。
型枠側板5内面において、長手方向の中間部位には排水穴成形用凸部8を突設し、該凸
部8より上方には、上記の様に型枠1内に配筋される格子状鉄筋6の横筋6bの左右端部が
対応する位置に、上記と同様なピン7aを突設している。
Corresponding to each upper surface of the mold bottom plate 2 partitioned by the partition plate 3 is the lower end portion of the vertical reinforcing bars 6a of the lattice reinforcing bars 6 arranged in parallel in the form plate 1, that is, in parallel between the partition plates 3. A tapered taper pin 7 is provided in a projecting position.
On the inner surface of the mold frame side plate 5, a drain hole forming convex portion 8 is projected at an intermediate portion in the longitudinal direction, and above the convex portion 8, a lattice shape arranged in the mold frame 1 as described above. A pin 7a similar to the above is protruded at a position corresponding to the left and right ends of the horizontal bar 6b of the reinforcing bar 6.

格子状鉄筋6は多数本の鉄筋6a、6bを縦横に組み付けてその交差点を溶接したものであ
り、型枠1内に直立状に配筋された状態で、上記型枠底板2及び型枠側板5より突出させ
たピン7、7aの夫々に位置対応する鉄筋6a、6bの端部にはプラスチック製から成る鉄筋端
縁被冠用キャップ9、10を被冠している。
The grid-like reinforcing bars 6 are obtained by assembling a number of reinforcing bars 6a and 6b vertically and horizontally and welding the intersections thereof. In the state where the reinforcing bars are arranged upright in the mold 1, the above-mentioned mold bottom plate 2 and the mold side plates are arranged. The end portions of the reinforcing bars 6a and 6b corresponding to the pins 7 and 7a protruded from 5 are respectively covered with reinforcing steel edge caps 9 and 10 made of plastic.

ピン7に位置対応する縦筋端縁被冠用キャップ9は、縦筋6a端部を被冠する嵌着部11と
、ピン7の挿入部12とから成る。
嵌着部11は、略円筒状に形成されると共に、その先端が閉塞されて挿入部12を突設し、
又嵌着部11の基端開口部11aの端面左右に軸線方向に長い案内片13を突設している。
挿入部12は、嵌着部11の直径と略同幅の扁平方形状に形成され、その先端にピン7の径
より幅が広い横長方形状の挿入口12aを設けて横筋6bの軸線に対応する方向にのみ幅広く
凹設しており、その内部は、ピン7の断面形状に略対応すべく挿入口12aより奥底へ向か
って上下間隔が徐々に狭まる様に傾斜している。
挿入部12の側面部には、ピン7が抜出できない大きさの外部連通口14を開設し、基端開
口部11aの端面には、格子状鉄筋6の配筋状態において、型枠底板2上面に当接する小径
円柱状の突起15を突設している。
挿入部12の基端下部には、格子状鉄筋6の配筋状態において、一方の区画板3に先端が
当接する長さ、即ちかぶり厚さに対応した長さを有する間隔保持脚16を外方へ突出形成し
ている。
The longitudinal-lined-edge crowned cap 9 corresponding to the pin 7 includes a fitting part 11 for covering the end part of the longitudinal line 6a and an insertion part 12 for the pin 7.
The fitting part 11 is formed in a substantially cylindrical shape, and its tip is closed to project the insertion part 12,
In addition, guide pieces 13 that are long in the axial direction protrude from the left and right end surfaces of the base end opening 11a of the fitting portion 11.
The insertion portion 12 is formed in a square shape that is substantially the same width as the diameter of the fitting portion 11, and a horizontal rectangular insertion port 12a that is wider than the diameter of the pin 7 is provided at the tip thereof to correspond to the axis of the horizontal stripe 6b. The inside is inclined so that the vertical interval gradually decreases from the insertion opening 12a toward the bottom so as to substantially correspond to the cross-sectional shape of the pin 7.
An external communication port 14 of such a size that the pin 7 cannot be pulled out is opened in the side surface portion of the insertion portion 12, and the formwork bottom plate 2 is arranged on the end surface of the base end opening portion 11 a in the state where the lattice reinforcing bars 6 are arranged. A small-diameter columnar projection 15 that abuts the upper surface is provided.
At the lower end of the base end of the insertion portion 12, a spacing holding leg 16 having a length corresponding to the cover thickness, that is, a length at which the distal end abuts against one partition plate 3 in a state where the reinforcing bars 6 are arranged. It protrudes toward the direction.

ピン7aに位置対応する横筋端縁被冠用キャップ10は、横筋6b端部を被冠した嵌着部17と
、ピン7aとの係合載置部18とから成る。
嵌着部17は、略円筒状に形成されると共に、その先端が閉塞されて係合載置部18を突設
し、又嵌着部17の基端開口部17aの端面上下に軸線方向に長い案内片19を突設している。
係合載置部18は、水平突片部20の両側に下方傾斜突片部と垂下突片部とが連続した当止
め部21を設けて下方が開放された略凹字状に形成して成り、その奥行きをピン7aより長く
、又当止め部21の間隔をピン7aの径より広く形成し、当止め部21の前面には、格子状鉄筋
6の配筋状態において、型枠側板5内面に当接する小径円柱状の突起22を突設している。
又、係合載置部18の当止め部21の下端には内側へ指向する上方傾斜突片部23を連続形成
し、上方傾斜突片部23の先端の間隔をピン7aの径より若干狭くしている。
The transverse muscle edge crowned cap 10 corresponding to the position of the pin 7a includes a fitting portion 17 which is crowned on the end portion of the transverse muscle 6b, and an engagement mounting portion 18 with the pin 7a.
The fitting portion 17 is formed in a substantially cylindrical shape, and its distal end is closed to project the engagement mounting portion 18, and in the axial direction above and below the end face of the proximal end opening 17 a of the fitting portion 17. A long guide piece 19 is projected.
The engagement mounting portion 18 is formed in a substantially concave shape in which a stopper portion 21 in which a downward inclined protrusion portion and a downward protrusion piece portion are continuous is provided on both sides of the horizontal protrusion piece 20 and the lower portion is opened. The depth is longer than the pin 7a, and the interval between the stoppers 21 is wider than the diameter of the pin 7a. A small-diameter cylindrical protrusion 22 that abuts the inner surface is provided.
In addition, an upper inclined protrusion 23 that is directed inward is continuously formed at the lower end of the stopper 21 of the engagement mounting portion 18, and the distance between the tips of the upper inclined protrusion 23 is slightly narrower than the diameter of the pin 7a. doing.

尚、立て打ち用の型枠1は多数枚の側溝蓋を製造するものを示したが、かかる方式に限
定されることなく、直立した横長箱型単体の型枠であっても良い。
In addition, although the standing-up formwork 1 showed what manufactures many side-groove lids, it is not limited to this system, The stand-up form of a horizontally long box type | mold may be sufficient.

次に上記配筋装置を用いた配筋方法、及び製品製造について説明する。
型枠1は、上記の如く、型枠側板5において排水穴成形用凸部8より上方の横筋6b端部
の配設対応位置と、型枠底板2の縦筋6a端部の配設対応位置の夫々にピン7、7aを予め突
設している。
そして、型枠1の型枠底板2に対し各型枠側板5を直立させて閉じ、型枠1を組み立て
る。
一方、格子状鉄筋6において、ピン7、7aに位置対応する鉄筋6a、6b端部の夫々にキャ
ップ9、10の嵌着部11、17を被冠し、キャップ9、10を格子状鉄筋6に一体化させる。
このキャップ9、10の被冠状態においては、嵌着部11、17の案内片13、19間に鉄筋6a、
6bの交差部が配置され、キャップ9、10を装着した鉄筋6a、6bを横切る鉄筋6b、6aにより
嵌着部11、17の回転が阻まれるため、鉄筋6a、6bに対する挿入部12aの縦横及び係合載置
部18の上下の位置決めができ、その状態を維持している。
Next, a bar arrangement method using the above bar arrangement device and product production will be described.
As described above, the mold frame 1 has a corresponding position at the end of the horizontal bar 6b above the drain hole forming convex part 8 and a corresponding position at the end of the vertical bar 6a of the mold bottom plate 2 in the mold side plate 5. Pins 7 and 7a are provided in advance on the respective pins.
Then, each formwork side plate 5 is closed upright and closed with respect to the formwork bottom plate 2 of the formwork 1 to assemble the formwork 1.
On the other hand, in the grid-like reinforcing bar 6, the fitting parts 11 and 17 of the caps 9 and 10 are crowned at the ends of the reinforcing bars 6a and 6b corresponding to the pins 7 and 7a, respectively. To be integrated.
In the crowned state of the caps 9 and 10, the reinforcing bars 6a,
Since the crossing part of 6b is arrange | positioned and rotation of the fitting parts 11 and 17 is prevented by the reinforcing bars 6b and 6a which cross | intersect the reinforcing bars 6a and 6b to which the caps 9 and 10 are mounted, The engagement mounting portion 18 can be positioned up and down, and this state is maintained.

次いで、上記の如く組み立てた状態の型枠1において、その上方開口部から内方へ格子
状鉄筋6を直立状に投入する。
この時、間隔保持脚16の先端を区画板3に摺接させながら格子状鉄筋6を型枠1内へ投
入することで、各キャップ9、10の挿入部12及び係合載置部18がピン7、7aに簡単に対応
させられると共に、格子状鉄筋6において排水成形用凸部8より下方に配筋されることに
なる横筋6b端部には、キャップ10を被冠していないため、前記凸部8に引っ掛かることな
くスムーズに型枠1内に格子状鉄筋6を配筋させられる。
この配筋状態では、キャップ9先端の挿入部12に型枠底板2より突出したピン7を挿入
すると共に、排水成形用凸部8より上方で型枠側板5より突出したピン7a上にキャップ10
先端の係合載置部18における水平突片部20を係合載置することにより、型枠1内に格子状
鉄筋6を区画板3からかぶり厚さに対応した間隔を置いて直立状に保持している。
又、この配筋状態において、間隔保持脚16は、その先端を区画板3に当接してかぶり厚
さに対応した間隔を保持しており、又挿入部12の挿入口12a端面の突起15及び係合載置部
18前面の突起22が型枠底板2及び型枠側板5の夫々に当接し、脱型時にコンクリート製品
端面に極力キャップ9、10が露出しない様にしている。
尚、格子状鉄筋6の上記投入時において、ピン7aは上方傾斜突片部23間を通過すること
でその先端間へ案内され、そこで先端の間隔を弾性拡開した後、上記の様に水平突片部20
を係合載置する。そして、上方傾斜突片部23は、ピン7aの通過後弾性復帰してピン7aを抜
止めしている。
又、挿入部12は、横筋6bの軸線に対応する方向にのみ幅広く凹設しているため、例え、
格子状鉄筋6における縦筋6aと横筋6bの交差部が正確に直交する様に溶接されていなくて
も、ピン7は挿入部12内に確実に挿入される。
Next, in the mold 1 in the assembled state as described above, the lattice reinforcing bars 6 are put upright from the upper opening to the inside.
At this time, by inserting the grid-like reinforcing bars 6 into the mold 1 while sliding the tips of the spacing holding legs 16 against the partition plate 3, the insertion portions 12 and the engagement mounting portions 18 of the caps 9 and 10 are moved. The cap 10 is not crowned at the end of the horizontal bar 6b which is easily made to correspond to the pins 7 and 7a and is arranged below the convex part 8 for drainage molding in the grid-like reinforcing bar 6. The grid reinforcing bars 6 can be smoothly arranged in the mold 1 without being caught by the convex portions 8.
In this bar arrangement state, the pin 7 protruding from the mold bottom plate 2 is inserted into the insertion portion 12 at the tip of the cap 9, and the cap 10 is placed on the pin 7a protruding from the mold side plate 5 above the drainage forming convex portion 8.
By engaging and mounting the horizontal protruding piece portion 20 at the engagement mounting portion 18 at the tip, the grid-like reinforcing bars 6 are placed upright from the partition plate 3 at intervals corresponding to the cover thickness in the mold 1. keeping.
Further, in this bar arrangement state, the interval holding leg 16 holds the interval corresponding to the cover thickness with the tip abutting against the partition plate 3, and the projection 15 on the end surface of the insertion port 12a of the insertion portion 12 and Engagement placement part
18 Protrusions 22 on the front face are in contact with the mold bottom plate 2 and the mold side plate 5, respectively, so that the caps 9, 10 are not exposed as much as possible to the end face of the concrete product during demolding.
When the lattice reinforcing bar 6 is inserted, the pin 7a is guided between the tips by passing between the upper inclined protrusions 23, and after the gap between the tips is elastically expanded there, the pin 7a is horizontal as described above. Projection 20
Is mounted. Then, the upward inclined projecting piece portion 23 is elastically restored after passing through the pin 7a to prevent the pin 7a from being pulled out.
In addition, since the insertion portion 12 is recessed widely only in the direction corresponding to the axis of the horizontal stripe 6b, for example,
Even if the intersecting portions of the vertical bars 6a and the horizontal bars 6b in the grid-like reinforcing bars 6 are not welded so as to be orthogonal to each other, the pins 7 are surely inserted into the insertion portion 12.

上記の如く、型枠1内に格子状鉄筋6を配筋した後、型枠1内にコンクリートを打設す
る。
この時、コンクリートは、外部連通口14から挿入部12内へ流入し、又上方傾斜突片部23
間の隙間から係合載置部18内へ流入し、挿入部12及び係合載置部18内におけるピン7、7a
との隙間を埋める。
又、型枠底板2及び型枠側板5に当接した突起15、22により、挿入部12の挿入口12a端
面と型枠底板2との間、並びに係合載置部18前面と型枠側板5との間に生ずる狭小間隙に
もコンクリートが入り込みその間隙を埋める。
これにより、脱型時において、キャップ9、10は挿入部12の挿入口12a端面及び係合載
置部18前面が直接コンクリート製品の端面に露出しないため、これがコンクリート製品の
表面に露出することによるコンクリート製品の強度低下や美感を損なうことはなく、格子
状鉄筋6は所定のかぶり厚さを保持した状態でコンクリート製品内に埋設されることにな
る。
そして、コンクリートの養生固化後、型枠1内に成型されたコンクリート製品を脱型す
る。
脱型時には、型枠側板5を倒伏させ、この時型枠側板5に突出するピン7aがコンクリー
ト製品より抜き出され、次いで型枠底板2上のコンクリート製品を引き上げることにより
、ピン7がコンクリート製品より抜き出され、従来と変わることなく簡単に脱型作業を行
える。
As described above, after arranging the lattice-like reinforcing bars 6 in the mold 1, concrete is placed in the mold 1.
At this time, the concrete flows into the insertion portion 12 from the external communication port 14, and the upward inclined protruding piece portion 23
The pin 7, 7a in the insertion portion 12 and the engagement placement portion 18 flows into the engagement placement portion 18 from the gap between them.
And fill the gap.
Further, the projections 15 and 22 that are in contact with the mold bottom plate 2 and the mold side plate 5 are provided between the end face of the insertion port 12a of the insertion portion 12 and the mold bottom plate 2, and the front surface of the engagement mounting portion 18 and the mold side plate. The concrete also enters the narrow gap formed between the two and fills the gap.
Thereby, at the time of mold removal, the caps 9 and 10 are not exposed directly to the end surface of the concrete product because the end surface of the insertion port 12a of the insertion portion 12 and the front surface of the engagement mounting portion 18 are exposed directly to the surface of the concrete product. The strength reduction and aesthetics of the concrete product are not impaired, and the grid-like reinforcing bars 6 are embedded in the concrete product while maintaining a predetermined cover thickness.
Then, after the concrete is cured and hardened, the concrete product molded in the mold 1 is demolded.
At the time of demolding, the formwork side plate 5 is laid down. At this time, the pin 7a protruding from the formwork side plate 5 is extracted from the concrete product, and then the concrete product on the formwork bottom plate 2 is pulled up, so that the pin 7 becomes the concrete product. It is more extracted and can be easily removed without changing from the conventional one.

型枠側板を倒伏させた状態の立て打ち用型枠の斜視図である。It is a perspective view of the standing-up formwork in the state where the formwork side plate was laid down. キャップを装着した格子状鉄筋と、型枠側板を直立に閉じた状態の型枠内部を示す図である。It is a figure which shows the inside of a formwork of the state which closed the lattice-shaped reinforcement with which the cap was mounted | worn, and a formwork side plate upright. 格子状鉄筋を配筋した型枠の断面図である。It is sectional drawing of the formwork which arranged the lattice-shaped reinforcement. 図3における横筋端縁被冠キャップの拡大断面図である。It is an expanded sectional view of the transverse muscle edge crown cap in FIG. 図3のAーA拡大断面図である。FIG. 4 is an AA enlarged cross-sectional view of FIG. 3. 縦筋端縁被冠キャップの正面図である。It is a front view of a longitudinal muscle edge covering cap. 図6の左側面図である。FIG. 7 is a left side view of FIG. 6. 図6のBーB断面図である。It is BB sectional drawing of FIG. 横筋端縁被冠キャップの正面図である。It is a front view of a transverse muscle edge crowned cap. 図9の右側面図である。FIG. 10 is a right side view of FIG. 9.

符号の説明Explanation of symbols

1 型枠
2 型枠底板
5 型枠側板
6 格子状鉄筋
6a 縦筋
6b 横筋
7、7a ピン
8 排水穴成形用凸部
9 キャップ
10 キャップ
11 嵌着部
11a 基端開口部
12 挿入部
13 案内片
14 外部連通口
16 間隔保持脚
18 係合載置部
DESCRIPTION OF SYMBOLS 1 Formwork 2 Formwork bottom plate 5 Formwork side plate 6 Lattice rebar
6a Longitudinal muscle
6b Transverse 7, 7a Pin 8 Drain hole forming convex 9 Cap
10 cap
11 Insertion
11a Base end opening
12 Insertion section
13 Guide piece
14 External communication port
16 Spacing legs
18 Engagement placement part

Claims (9)

型枠底板に型枠側板を回動自在に設け、格子状鉄筋を直立状に配筋する立て打ち用型枠
において、型枠底板の縦筋端部の配設対応位置にピンを突設し、該ピンに縦筋端部を連結
する様に装着した鉄筋端縁被冠用キャップであって、縦筋端部を被冠する嵌着部の先端に
ピンの挿入部を設けたことを特徴とする鉄筋端縁被冠用キャップ。
In a vertical formwork in which a formwork side plate is pivotally provided on the formwork bottom plate and the lattice reinforcing bars are arranged upright, a pin is protruded at a position corresponding to the vertical line end of the formwork bottom plate. A cap for a reinforcing bar edge crown mounted so as to connect the end of the longitudinal bar to the pin, wherein the pin insertion part is provided at the tip of the fitting part for covering the end of the vertical bar Reinforcing bar edge cap.
挿入部は、横筋の軸線に対応する方向にのみ幅広く凹設したことを特徴とする請求項1
記載の鉄筋端縁被冠キャップ。
2. The insertion portion is widely recessed only in a direction corresponding to the axis of the horizontal stripe.
Reinforcing bar edge crown cap as described.
挿入部は、その側面部にピンが抜出できない大きさの外部連通口を設けたことを特徴と
する請求項1又は2記載の鉄筋端縁被冠用キャップ。
3. The reinforcing bar crown cap according to claim 1, wherein the insertion portion is provided with an external communication port having a size that prevents the pin from being pulled out on a side surface portion thereof.
嵌着部は、その基端開口部の端面左右に軸線方向に長い案内片を突設したことを特徴と
する請求項1、2又は3記載の鉄筋端縁被冠用キャップ。
4. The reinforcing bar crown cap according to claim 1, 2 or 3, wherein the fitting part is provided with long guide pieces protruding in the axial direction on the left and right of the end face of the base end opening.
かぶり厚さに対応した長さを有する間隔保持脚を外方突出形成したことを特徴とする請
求項1、2、3又は4記載の鉄筋端縁被冠用キャップ。
5. A reinforcing bar crown cap according to claim 1, wherein a distance maintaining leg having a length corresponding to the cover thickness is formed to project outward.
型枠底板に型枠側板を回動自在に設け、格子状鉄筋を直立状に配筋する立て打ち用型枠
において、型枠側板の内側に突設した排水穴成形用凸部より上方における横筋端部の配設
対応位置と、型枠底板の縦筋端部の配設対応位置の夫々にピンを突設し、一方、横筋端部
に被冠したキャップの先端にピンとの係合載置部を設けると共に、縦筋端部に被冠したキ
ャップの先端にピンの挿入部を設けたことを特徴とするコンクリート製品型枠における配
筋装置。
In a vertical formwork in which a formwork side plate is pivotally provided on the formwork bottom plate and grid reinforcing bars are arranged upright, the horizontal bars above the convex part for forming drainage holes protruding from the inside of the formwork side plate Pins project from the positions corresponding to the arrangement of the end portions and the positions corresponding to the arrangement of the end portions of the vertical lines of the formwork bottom plate, and on the other hand, the pins are engaged and placed on the tips of the caps crowned on the end portions of the horizontal lines. A bar arrangement device in a concrete product formwork, characterized in that a pin insertion portion is provided at the tip of a cap that is crowned at the end of a longitudinal bar.
挿入部は、横筋の軸線に対応する方向にのみ幅広く凹設したことを特徴とする請求項6
記載のコンクリート製品型枠における配筋装置。
The insertion portion is recessed widely only in a direction corresponding to the axis of the horizontal stripe.
The bar arrangement apparatus in the concrete product form of description.
型枠底板に型枠側板を回動自在に設け、格子状鉄筋を直立状に配筋する立て打ち用型枠
において、型枠側板の内側に突設した排水穴成形用凸部より上方における横筋端部の配設
対応位置と、型枠底板の縦筋端部の配設対応位置の夫々に、予めピンを内方突設し、型枠
側板を直立に閉じ、一方、型枠側板に突設したピンとの係合載置部を先端に設けたキャッ
プを横筋端部に被冠すると共に、型枠底板に突設したピンの挿入部を先端に設けたキャッ
プを縦筋端部に被冠し、横筋端部に被冠したキャップの先端を型枠側板に突設したピンに
係合載置すると共に、縦筋端部に被冠したキャップの先端に型枠底板に突設したピンを挿
入したことを特徴とするコンクリート製品型枠における配筋方法。
In a vertical formwork in which a formwork side plate is pivotally provided on the formwork bottom plate and grid reinforcing bars are arranged upright, the horizontal bars above the convex part for forming drainage holes protruding from the inside of the formwork side plate Pins are projected inward in advance at the positions corresponding to the arrangement of the end portions and the positions corresponding to the arrangement of the vertical bar ends of the formwork bottom plate, and the formwork side plate is closed upright, while the formwork side plate is projected. A cap provided with an engaging mounting portion with a pin provided at the tip is crowned at the end of the horizontal stripe, and a cap provided with a pin insertion portion protruding from the mold bottom plate is provided at the tip of the longitudinal stripe The end of the cap covered at the end of the horizontal stripe is engaged and placed on the pin protruding from the mold side plate, and the pin protruding from the bottom of the mold is attached to the end of the cap covered at the end of the vertical stripe. A bar arrangement method in a concrete product form, characterized by being inserted.
挿入部は、横筋の軸線に対応する方向にのみ幅広く凹設したことを特徴とする請求項8
記載のコンクリート製品型枠における配筋方法。
9. The insertion portion is widely recessed only in a direction corresponding to the axis of the horizontal stripe.
The bar arrangement method in the concrete product form of description.
JP2003365408A 2003-10-27 2003-10-27 Bar arrangement apparatus and method for concrete product formwork Expired - Fee Related JP4199091B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003365408A JP4199091B2 (en) 2003-10-27 2003-10-27 Bar arrangement apparatus and method for concrete product formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003365408A JP4199091B2 (en) 2003-10-27 2003-10-27 Bar arrangement apparatus and method for concrete product formwork

Publications (2)

Publication Number Publication Date
JP2005127071A true JP2005127071A (en) 2005-05-19
JP4199091B2 JP4199091B2 (en) 2008-12-17

Family

ID=34644082

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003365408A Expired - Fee Related JP4199091B2 (en) 2003-10-27 2003-10-27 Bar arrangement apparatus and method for concrete product formwork

Country Status (1)

Country Link
JP (1) JP4199091B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103507157A (en) * 2012-06-29 2014-01-15 中铁二十二局集团第三工程有限公司 Prefabricated T beam rib plate reinforcement steel bar locating frame
CN111648488A (en) * 2020-04-26 2020-09-11 台州市金天地建设工程有限公司 Building wallboard and construction process thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103507157A (en) * 2012-06-29 2014-01-15 中铁二十二局集团第三工程有限公司 Prefabricated T beam rib plate reinforcement steel bar locating frame
CN103507157B (en) * 2012-06-29 2015-12-30 中铁二十二局集团第三工程有限公司 Precast T-Beam floor steel bar positioning frame
CN111648488A (en) * 2020-04-26 2020-09-11 台州市金天地建设工程有限公司 Building wallboard and construction process thereof

Also Published As

Publication number Publication date
JP4199091B2 (en) 2008-12-17

Similar Documents

Publication Publication Date Title
JP4199091B2 (en) Bar arrangement apparatus and method for concrete product formwork
US20050081470A1 (en) Block and block connector
JP4609999B2 (en) Form for manufacturing canal block and method for manufacturing canal block
KR101258995B1 (en) Jig for manufacturing tile panel having various tile pattern
JP2013234513A (en) Auxiliary tool for setting upper surface level of concrete
JP2992459B2 (en) Reinforcing edge caps for use in reinforcement arrangements for concrete product formwork
JPH0444677Y2 (en)
JPH0952222A (en) End face form for manufacturing pc block
KR20100003575U (en) Sleeve Cover
JP6209306B2 (en) Reinforcing bar arrangement member and concrete structure using the same
KR200337022Y1 (en) Mold Cap structure having latch means
KR101007011B1 (en) Manufacturing Method for a Block and Mold for the Block
KR101564435B1 (en) the formwork substitute Prefabricated blocks
JP2992458B2 (en) Reinforcing edge caps for use in reinforcement arrangements for concrete product formwork
WO2021246157A1 (en) Foundation mold
JP4446127B2 (en) Support for formwork for forming foundation concrete
KR200426213Y1 (en) A separator for maintaining the space gap of scaffolding the use of construction
KR100585494B1 (en) Mold for buttress retaining wall
JP3135524U (en) Width stop bracket
JP2003231114A (en) Side form for manufacturing pc panel
JP2010007414A (en) Manufacturing method for precast beam member
JPH0663360B2 (en) Formwork for concrete foundation construction
KR20050100777A (en) Flat tie for construction
JPH10102511A (en) Concrete foundation placing form and reinforcement positioning means
KR200354549Y1 (en) Flat tie for construction

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050901

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20080125

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20080205

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080321

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20080902

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20081002

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111010

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4199091

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121010

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131010

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees