JPH07133627A - Form for manufacturing underdrain block - Google Patents

Form for manufacturing underdrain block

Info

Publication number
JPH07133627A
JPH07133627A JP30355893A JP30355893A JPH07133627A JP H07133627 A JPH07133627 A JP H07133627A JP 30355893 A JP30355893 A JP 30355893A JP 30355893 A JP30355893 A JP 30355893A JP H07133627 A JPH07133627 A JP H07133627A
Authority
JP
Japan
Prior art keywords
core
underdrain block
expansion
end plate
recessed part
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
JP30355893A
Other languages
Japanese (ja)
Other versions
JP3329914B2 (en
Inventor
Toshikatsu Hayashi
利勝 林
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.)
TECHNO KURIITO KK
Original Assignee
TECHNO KURIITO 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 TECHNO KURIITO KK filed Critical TECHNO KURIITO KK
Priority to JP30355893A priority Critical patent/JP3329914B2/en
Publication of JPH07133627A publication Critical patent/JPH07133627A/en
Application granted granted Critical
Publication of JP3329914B2 publication Critical patent/JP3329914B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To shorten the time and so save the labor for manufacturing underdrain blocks to be connected by PC steel bars. CONSTITUTION:A front end plate 60 is provided freely to be stood and fallen in a frame 50, and a rear end plate 70 coupled with the front end plate 60 through a coupling means 77 is provided freely to be moved forward and backward, and a core supporting beam 500 is horizontally projected from the rear end plate 70, and an upper core 110 and a lower core 120 connected by a L-type link 140 are provided so that they can be sealed at the time of enlarging width. A supporting time 130 is fixed to a ceiling of the upper core 110, and the supporting beam is loosely fitted, and an output end of a width enlarging mechanism 300 fixed to the lower surface of the supporting frame 130 is connected to the L-type link 140. Inserts 250 of a recessed part is provided at four corners of the core 100 freely to be appeared and disappeared through a mechanism 200, and a connection hole forming member 400 is provided so as to be freely engaged with the front end plate 60 from the rear end plate 70 through the insert 250 of the recessed part.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】PC棒鋼を用いて連接する暗渠ブ
ロックの、製造時間短縮と省力化生産に有用な暗渠ブロ
ック製造用型枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork for producing an underdrain block, which is useful for shortening the production time and for labor-saving production of an underdrain block connected using PC steel bars.

【0002】[0002]

【従来の技術】順不同であるが、図2を参照して、PC
棒鋼を用いて連接する暗渠ブロックB1,B2を説明
し、次いで図17乃至図19により従来技術の型枠を説
明する。
2. Description of the Prior Art Referring to FIG.
The underdrain blocks B1 and B2 connected by using steel bars will be described, and then the conventional formwork will be described with reference to FIGS.

【0003】図2は、暗渠ブロックの斜視図で、上部に
示す暗渠ブロックB1は、中空孔2内の中央部4隅に凹
陥部3を設け、両端面から該凹陥部3を通過する貫通孔
4を形成し、連設した暗渠ブロックB1の該貫通孔4内
にPC棒鋼を挿通し、凹陥部3内でPC棒鋼の接続・緊
張が行われる。また、下部に示す暗渠ブロックB2は小
断面の暗渠ブロックであって、中央部外側4隅にPC棒
鋼を締付けるための凹陥部3を設けたもので、同じく貫
通孔4内にPC棒鋼を挿通し、凹陥部3内でPC棒鋼の
接続・緊張が行われる。
FIG. 2 is a perspective view of the underdrain block. The underdrain block B1 shown in the upper part is provided with a recess 3 at the four corners of the central portion of the hollow hole 2, and a through hole passing through the recess 3 from both end surfaces. 4, the PC steel bar is inserted into the through hole 4 of the underdrain block B1 that is continuously provided, and the PC steel bar is connected and tensioned in the concave portion 3. Further, the underdrain block B2 shown in the lower part is a underdrain block with a small cross section, and has concave portions 3 for tightening the PC steel bar at the outer four corners of the central part, and the PC steel bar is also inserted into the through hole 4. , PC bar steel is connected and tensioned in the recess 3.

【0004】図17は従来技術型枠(暗渠ブロックB1
用)の分解斜視図で、中子20を挿入可能な開口部33
を穿設した開閉自在な前部妻板30,後部妻板31と、
同じく開閉自在な両側板40,40を台枠10上に設
け、中子20は、略逆U字形の幅縮小可能な(スクリュ
ージャッキ状の拡縮機構による)中子枠20aと着脱可
能な底部20bを設け、中子枠の中央部4隅に凹陥部入
子45を、中子20内側の取付孔22から着脱自在に螺
着して設け、前部妻板30と凹陥部入子45に挿通孔h
1,h2を穿設し、後部妻板31に嵌合孔h3を設け、
前部妻板30の挿通孔h1からビニール管Vを外嵌した
棒材Rを挿入し凹陥部入子45の挿通孔h2を通して、
後部妻板31の嵌合孔h3に嵌合可能に設けて、暗渠ブ
ロック製造用型枠を構成している。
FIG. 17 shows a prior art form (underdrain block B1).
Is an exploded perspective view of FIG.
A front gable plate 30 and a rear gable plate 31, which are openable and closable,
Similarly, both openable and closable side plates 40, 40 are provided on the underframe 10, and the core 20 has a substantially inverted U-shaped width that can be reduced (by a screw jack type expansion / contraction mechanism) and a removable bottom part 20b. And the recessed portion inserts 45 are provided at the four corners of the center of the core frame by detachably screwing from the mounting holes 22 inside the core 20, and the insertion holes are formed in the front end plate 30 and the recessed inserts 45. h
1, h2 are bored, and the rear end plate 31 is provided with a fitting hole h3,
The rod R fitted with the vinyl pipe V is inserted from the insertion hole h1 of the front end plate 30 and passed through the insertion hole h2 of the recessed part insert 45,
It is provided so that it can be fitted into the fitting hole h3 of the rear gable plate 31, and constitutes a formwork for producing an underdrain block.

【0005】上記の構成による従来型枠は、型枠組付時
には、型枠の底面部15上に図示しない金網を載せて、
前後部妻板30,31を起こして仮止めし、該前後部妻
板の開口部33内に、縮小させた中子枠20aを挿通し
て跨架し、該中子枠20aを拡幅し底部20bを該中子
枠20aに挟装して固定し、凹陥部入子45を中子枠4
隅の所定位置に当接し、他の作業員が中子内部に入って
内側から螺着する、次に前部妻板30の挿通孔h1から
凹陥部入子45の挿通孔h2を通して、ビニール管V
(ビニール管を被せないと、脱型時に棒材の抜き取りが
困難になる。)を外嵌した棒材Rを挿入して後部妻板3
1の嵌合孔h3に嵌合し、左右側板40,40を起こし
て型枠全体を緊締し、型枠組付の工程を終了する。
In the conventional formwork having the above-mentioned structure, when the formwork is assembled, a wire mesh (not shown) is placed on the bottom surface portion 15 of the formwork,
The front and rear part gable plates 30 and 31 are raised and temporarily fixed, and the reduced core frame 20a is inserted through the opening 33 of the front and rear part grate plates to span the core frame 20a and the bottom part 20b. It is sandwiched and fixed to the core frame 20a, and the recessed part insert 45 is inserted into the core frame 4
It contacts the predetermined position of the corner, and another worker enters the inside of the core and is screwed from the inside. Next, through the insertion hole h1 of the front gable plate 30 and the insertion hole h2 of the recessed part insert 45, the vinyl pipe V
(If it is not covered with a vinyl pipe, it will be difficult to pull out the bar material at the time of demolding.) Insert the bar material R fitted outside and insert the rear end plate 3
After fitting in the fitting hole h3 of No. 1, the left and right side plates 40, 40 are raised and the whole mold is tightened, the process of assembling the mold is completed.

【0006】脱型時には、前部妻板30の挿通孔h1か
ら棒材Rを抜き取り、中子内部に入って凹陥部入子50
の固定用ボルトを外した後、中子枠20aから底部20
bを取り外して中子外部に搬出し、中子枠20aを縮小
して型枠外へ搬出し、両側板40,40と前後部妻板3
0,31を倒して、暗渠ブロックB1を型枠外へ脱型
し、中空部内に作業員が入って4個の凹陥部入子45を
外し、最後に貫通孔4内から4本のビニール管Vを抜き
取り脱型工程を完了する。
At the time of demolding, the bar R is pulled out from the insertion hole h1 of the front end plate 30 and enters the inside of the core to insert the recessed part insert 50.
After removing the fixing bolt of the
b is removed and carried out to the outside of the core, the core frame 20a is reduced and carried out to the outside of the form, and both side plates 40 and 40 and the front and rear part end plate 3
0, 31 are knocked down, the underdrain block B1 is removed from the mold, the worker enters the hollow part, removes the four recessed part nests 45, and finally the four vinyl pipes V from the through hole 4 are inserted. To complete the demolding process.

【0007】図18は従来技術型枠(暗渠ブロックB2
用)の分解斜視図で、図19は従来技術型枠(暗渠ブロ
ックB2用)の側板部の説明図である。両図を参照して
従来技術型枠を説明する。
FIG. 18 shows a prior art form (underdrain block B2).
FIG. 19 is an explanatory view of a side plate portion of a conventional technology formwork (for underdrain block B2). A prior art form will be described with reference to both figures.

【0008】図18に示す従来技術型枠(暗渠ブロック
B2用)は、前記暗渠ブロックB1用型枠と略同様構成
であり、外側に凹陥部3を形成するため、暗渠ブロック
B1用型枠で中子枠20aに螺着していた凹陥部入子4
5を、両側板40,40の中央部の上下部に凹陥部入子
50を着脱自在に螺着している、前後部妻板・中子・棒
材及び外嵌するビニール管等は図14の暗渠ブロックB
1用の型枠と同様に構成している。
The prior art mold (for underdrain block B2) shown in FIG. 18 has substantially the same structure as that of the underdrain block B1. Since the concave portion 3 is formed on the outer side, the form for the underdrain block B1 is used. The recessed part insert 4 screwed to the core frame 20a
5, the recessed part inserts 50 are detachably screwed to the upper and lower parts of the central portions of the both side plates 40, 40. The front and rear end plates, cores, rods and vinyl pipes to be fitted are shown in FIG. Underdrain block B
It has the same structure as the mold for 1.

【0009】上記構成による従来技術型枠(暗渠ブロッ
クB2用)は、型枠組付時に、型枠の底面部15上に図
示しない金網を載せて、両側板40,40を起こして仮
止めし、該前後妻板の開口部K,K内に、縮小させた中
子枠20aを挿通して跨架し、該中子枠20aを拡幅し
底部20bを該中子枠に挟装して固定し、図19に示す
ように、凹陥部入子45を左右側板の所定位置にボルト
で螺着し、前部妻板30の挿通孔h1から凹陥部入子4
5の挿通孔h2を通して、ビニール管V(ビニール管を
被せないと、脱型時に棒材の抜き取りが困難になる。)
を外嵌した棒材Rを挿入して後部妻板31の嵌合孔h3
に嵌合し、左右側板40,40を起こして型枠全体を緊
締し、型枠組付の工程を終了する。
In the prior art mold (for underdrain block B2) having the above-mentioned structure, when the mold is assembled, a wire mesh (not shown) is placed on the bottom surface 15 of the mold and both side plates 40, 40 are raised and temporarily fixed, In the openings K, K of the front and rear gable plates, the reduced core frame 20a is inserted and straddled, the core frame 20a is widened, and the bottom 20b is sandwiched and fixed in the core frame, As shown in FIG. 19, the recessed part insert 45 is screwed to predetermined positions of the left and right side plates with a bolt, and the recessed part insert 4 is inserted from the insertion hole h1 of the front end plate 30.
Vinyl pipe V through the insertion hole h2 of 5 (without covering the vinyl pipe, it becomes difficult to pull out the bar at the time of demolding.)
The rod R fitted outside is inserted into the fitting hole h3 of the rear end plate 31.
Then, the left and right side plates 40, 40 are raised to tighten the whole mold, and the process of assembling the mold is completed.

【0010】また、脱型時には、前部妻板30の挿通孔
h1から棒材Rを抜き取り、中子枠20aから底部20
bを取り外して中子外部に搬出し、中子枠20aを縮小
して型枠外へ搬出し、図19に示すように両側板40,
40から凹陥部入子45の固着ボルトを抜き取った後、
二点鎖線で示すように両側板40,40を倒し、前後部
妻板30,31を倒して、暗渠ブロックB1を型枠外へ
脱型し、暗渠ブロックの角部に付着している4個の凹陥
部入子45を取り外し、最後に貫通孔4内から4本のビ
ニール管Vを抜き取り脱型工程を完了する。
Further, at the time of demolding, the bar R is pulled out from the insertion hole h1 of the front end plate 30, and the core frame 20a to the bottom 20 are removed.
b is removed and carried out to the outside of the core, the core frame 20a is reduced and carried out to the outside of the form, and as shown in FIG.
After pulling out the fixing bolt of the recessed part insert 45 from 40,
As shown by the chain double-dashed line, both side plates 40, 40 are laid down, front and rear gable plates 30, 31 are laid down, and the underdrain block B1 is demolded from the outside of the form frame, and the four recesses attached to the corners of the underdrain block. The part insert 45 is removed, and finally four vinyl pipes V are pulled out from the through hole 4 to complete the demolding process.

【0011】前者・後者型枠とも煩雑な工程を経るた
め、製品脱型から型枠の再組付工程まで、4人から5人
の作業員で約40分を要し、中子の脱着にはクレーン・
フォークリフト等の機材が不可欠で作業に伴う危険性も
高い。出願人は調査してみたが、中子の脱着を不要にす
ると共に、凹陥部入子を出没自在にした暗渠ブロック製
造用型枠は見当たらなかった。
Since the former and the latter molds go through complicated processes, it takes about 40 minutes from 4 to 5 workers from the product demolding to the mold reassembling process. Is a crane
Equipment such as forklifts is indispensable and there is a high risk associated with work. The applicant conducted an investigation, but found no underdrain block manufacturing formwork that made it possible to insert and remove the recessed part inserter without removing the core.

【0012】[0012]

【発明が解決しようとする課題】従来型枠の欠点を排除
すると共に、中子の脱着を不要にして、脱型と型枠組付
が容易に行え、製造時間短縮と省力化が計れる暗渠ブロ
ック製造用型枠を提供すること。
In addition to eliminating the disadvantages of conventional molds, the removal of cores is not required, mold removal and mold assembly can be easily performed, and manufacturing time and labor can be reduced. To provide a formwork for use.

【0013】[0013]

【課題を解決するための手段】上記課題を解決するた
め、請求項1では、開閉自在な前後妻板と両側板と中子
を設けた暗渠ブロック製造用型枠に於いて、台枠に起倒
自在に設けた前部妻板と、前後動可能に転支した後部妻
板間に連動手段を介在させて設け、該後部妻板側から支
持梁を水平に突設し、中子を封着可1な上側中子と下側
中子に分離して設け、該上側中子と下側中子間をL型リ
ンクで回動自在に連結し、上側中子の天井部に支持枠を
固着して前記支持梁を游嵌し、該支持枠下面に基部を固
着した拡縮機構を設け、該拡縮機構の出力端を左右のL
型リンク先端部に連結し、該中子4隅の穿設孔内に出没
機構を介して凹陥部入子を出没可能に設け、丸棒状の連
結孔形成部材を後部妻板と凹陥部入子と前部妻板の挿通
孔に挿脱自在に設けた、ことを特徴とする暗渠ブロック
製造用型枠を構成している。
In order to solve the above-mentioned problems, according to claim 1, in an underdrain block manufacturing form having openable and closable front and back grate plates, both side plates and a core, the underframe is raised and lowered. An interlocking device is provided between a freely movable front gable plate and a rear gable plate that is pivotally movable back and forth, a supporting beam is horizontally projected from the rear gable plate side, and the core can be sealed. The upper core and the lower core are separately provided, the upper core and the lower core are rotatably connected by an L-shaped link, and a support frame is fixed to a ceiling portion of the upper core. An expansion / contraction mechanism in which a support beam is fitted into the support frame and a base is fixed to the lower surface of the support frame is provided, and the output end of the expansion / contraction mechanism is connected to the left and right L
A recessed hole insert member that is connected to the front end of the mold link and is capable of appearing and disappearing in the holes formed at the four corners of the core through an appearing and retracting mechanism, and a round bar-shaped connecting hole forming member for the rear end plate and the recessed member insert member. A formwork for manufacturing an underdrain block is provided, which is detachably provided in an insertion hole of a front end plate.

【0014】請求項2では、開閉自在な前後妻板と両側
板と中子を設けた暗渠ブロック製造用型枠に於いて、台
枠に起倒自在に設けた前部妻板と、前後動可能に転支し
た後部妻板間に連動手段を介在させて設け、該後部妻板
側から支持梁を水平に突設し、中子を封着可能な上側中
子と下側中子に分離して設け、該上側中子と下側中子間
をL型リンクで回動自在に連結し、上側中子の天井部に
支持枠を固着して前記支持梁を游嵌し、該支持枠下面に
基部を固着した拡縮機構を設け、該拡縮機構の出力端を
左右のL型リンク先端部に連結し、起倒自在に設けた両
側板の上部中央に凹陥部入子を固着し、下部中央の穿設
孔内に出没機構を介して凹陥部入子を出没可能に設け、
丸棒状の連結孔形成部材を後部妻板と凹陥部入子と前部
妻板の挿通孔に挿脱自在に設けた、ことを特徴とする暗
渠ブロック製造用型枠を構成している。
According to a second aspect of the present invention, in a form for producing an underdrain block which is provided with front and rear gable plates which can be opened and closed, both side plates and a core, a front gable plate which is provided on an underframe so as to be tiltable, and which can be moved back and forth. Interlocking means is provided between the pivoted rear gable plates, a supporting beam is horizontally projected from the rear gable plate side, and the core is separately provided in an upper core and a lower core that can be sealed, The upper core and the lower core are rotatably connected by an L-shaped link, the support frame is fixed to the ceiling of the upper core, the support beam is press-fitted, and the base is attached to the lower surface of the support frame. A fixed expansion and contraction mechanism is provided, the output end of the expansion and contraction mechanism is connected to the left and right L-shaped link tips, and the recessed part nest is fixed to the upper center of both side plates that can be tilted up and down, and the lower center is drilled. A recessed part nest is provided in the hole so that it can be retracted and retracted via a retractable mechanism.
A form for producing an underdrain block is characterized in that a round bar-shaped connecting hole forming member is provided so as to be freely inserted into and removed from the insertion holes of the rear gable plate, the recessed part insert, and the front gable plate.

【0015】請求項3では、丸棒状の連結孔形成部材
が、硬質鍍金又は硬質材の溶射を施した両端異径の硬質
材である、ことを特徴とする請求項1または請求項2記
載の暗渠ブロック製造用型枠の中子装置を構成してい
る。
According to a third aspect of the present invention, the round bar-shaped connecting hole forming member is a hard material having a different diameter at both ends, which is formed by hard plating or thermal spraying of a hard material. It constitutes the core device of the formwork for the underdrain block manufacturing.

【0016】[0016]

【作用】請求項1記載のものは、暗渠ブロックの脱型時
(型枠から取出す時)に、型枠の後部妻板側から連結孔
形成部材を引抜いた後、緊締ボルトを緩めて前部妻板を
開けば、前部妻板に連動して後部妻板が直立したまま後
退すると同時に、前後妻板の嵌合孔に嵌合していた両側
板と中子の位置決めピンが抜けて、両側板を開くことと
中子の縮小が可能となる、次に、両側板を開き、中子4
隅に内設した凹陥部の出没機構を夫々所定方向へ回転す
れば、中子外部へ突出していた凹陥部入子が中子内に没
入し、中子に内設した拡縮機構を所定方向に回転操作す
れば、下側中子が幅を縮小するとともに上側中子内に上
昇し始め、回動操作が更に進行すれば上側中子が下側中
子の縮小に追動して幅を縮小し、下側中子は更に上側中
子内に上昇し中子の断面が縮小する、暗渠ブロックを僅
か持ち上げ前方へ引き抜けば、中子を型枠内に残したま
ま、暗渠ブロックB1(図2参照)を短時間で容易に脱
型することができる。
According to the first aspect of the present invention, when the underdrain block is released from the mold (when it is taken out of the form), the connecting hole forming member is pulled out from the rear end plate side of the form, and then the tightening bolts are loosened. If you open, the rear gables will move backwards while interlocking with the front gables, and at the same time, both side plates that were fitted in the fitting holes of the front and rear gable plates and the positioning pins of the core will come out and open both side plates. And core can be reduced, then open both side plates and insert core 4
By rotating the retracting mechanism of the recessed parts installed in the corners in the respective predetermined directions, the recessed part inserts protruding outside the core are recessed into the core, and the expansion / contraction mechanism installed in the core is moved in the specified direction. If the rotation operation is performed, the width of the lower core starts to decrease and the inside of the upper core starts to rise. If the rotation operation further progresses, the width of the upper core follows the contraction of the lower core to reduce the width. However, the lower core further rises into the upper core and the cross section of the core shrinks. If the underdrain block is slightly lifted and pulled forward, the underdrain block B1 (Fig. 2) can be easily demolded in a short time.

【0017】また、打設時(コンクリート打込時)に、
中子に内設した拡縮機構を逆回転すれば、上側中子が拡
幅し始め、回転操作が更に進行すれば下側中子が上側中
子の拡幅に追動して拡幅するとともに下降して、上側中
子と下側中子の分離部が当着し封着され、中子全体が縮
小前の適正寸法に復帰し、中子4隅に設けた出没機構を
操作すれば凹陥部入子が中子4隅の外側に突出する、次
に、両側板を閉じ前部妻板を閉じれば後部妻板が前進
し、緊締ボルトを締付け、後部妻板側から連結孔形成部
材を凹陥部入子を通して前部妻板に嵌合すれば、即打設
可能となる、拡縮機構・出没機構・緊締ボルト等の操作
が全て単純な回動操作で有るため、簡単な空圧・電動工
具でも操作でき、定置式または移動ライン方式いずれの
生産ラインにおいても、時間短縮と省力化が計れる。
Further, at the time of pouring (when pouring concrete),
When the expansion / contraction mechanism installed in the core is rotated in the reverse direction, the upper core begins to widen, and if the rotation operation further proceeds, the lower core will follow the expansion of the upper core and widen and descend. , The separation part of the upper core and the lower core is attached and sealed, the whole core returns to the proper size before shrinking, and if the retracting mechanism provided at the four corners of the core is operated, the recessed part can be inserted. Project to the outside of the four corners of the core, then close both side plates and close the front end plate, the rear end plate advances, tighten the tightening bolts, and insert the connecting hole forming member from the rear end plate side through the recessed part insert If you fit it to the gable plate, you can immediately place it.Since all the operations of the expansion / contraction mechanism, the retracting mechanism, the tightening bolts, etc. are simple turning operations, you can also operate it with simple pneumatic pressure / power tools, and it is a stationary type. Alternatively, the production time can be shortened and the labor can be saved in any production line of the moving line system.

【0018】請求項2記載のものは、暗渠ブロックの脱
型時に、型枠の後部妻板側から連結孔形成部材を引抜い
た後、両側板中央下部の出没機構を操作すれば突出して
いた凹陥部入子が側板内面から引っ込み、緊締ボルトを
緩めて前部妻板を開けば、前部妻板に連動して後部妻板
が直立したまま後退すると同時に、前後妻板の嵌合孔に
嵌合していた両側板と中子の位置決めピンが抜けて、両
側板を開くことと中子の縮小が可能となる。次に中子に
内設した拡縮機構を所定方向に回転操作すれば、下側中
子が幅を縮小するとともに上側中子内に上昇し始め、回
動操作が更に進行すれば上側中子が下側中子の縮小に追
動して幅を縮小し、下側中子は上側中子内に上昇し中子
の断面が縮小する、暗渠ブロックを僅か持ち上げ前方へ
引き抜けば、中子を型枠内に残したまま、暗渠ブロック
B2(図2参照)を短時間で容易に脱型することができ
る。
According to a second aspect of the present invention, when the underdrain block is released from the mold, after pulling out the connection hole forming member from the rear end plate side of the form, the concave portion which is projected by operating the retracting mechanism at the lower center of both side plates. If the inserter retracts from the inner surface of the side plate, loosens the tightening bolts and opens the front gable plate, the rear gable plate moves backward while interlocking with the front gable plate, and at the same time both sides that were fitted into the fitting holes of the front and rear gable plates. The positioning pins of the plate and the core can be removed to open both side plates and shrink the core. Next, if the expansion / contraction mechanism installed in the core is rotated in a predetermined direction, the width of the lower core is reduced and the core starts to move up into the upper core. Following the reduction of the lower core, the width is reduced, the lower core rises into the upper core, and the cross section of the core shrinks.If you slightly lift the underdrain block and pull it forward, The underdrain block B2 (see FIG. 2) can be easily demolded in a short time while remaining in the mold.

【0019】また、打設時に、中子に内設した拡縮機構
を逆回転すれば、上側中子が拡幅し始め、回転操作が更
に進行すれば下側中子が上側中子の拡幅に追動して拡幅
するとともに下降して、上側中子と下側中子の分離部が
当着し封着され、中子全体が縮小前の適正寸法に復帰
し、両側板に設けた出没機構を操作すれば凹陥部入子が
側板内面の内側に突出する、次に、両側板を閉じ前部妻
板を閉じれば後部妻板が前進し、緊締ボルトを締付け、
後部妻板側から連結孔形成部材を凹陥部入子を通して前
部妻板に嵌合すれば、即打設可能となる、拡縮機構・出
没機構・緊締ボルト等の操作が全て単純な回動操作で有
るため、簡単な空圧・電動工具でも操作でき、定置式ま
たは移動ライン方式いずれの生産ラインにおいても、時
間短縮と省力化が計れる。
Further, at the time of driving, if the expansion / contraction mechanism provided in the core is rotated in the reverse direction, the upper core starts to widen, and if the rotating operation further proceeds, the lower core will follow the widening of the upper core. It moves and widens and descends, the upper core and lower core separating parts are attached and sealed, the entire core returns to the proper size before reduction, and the retracting mechanism installed on both side plates is applied. If operated, the recessed part nest protrudes inside the side plate.Next, if both side plates are closed and the front end plate is closed, the rear end plate advances and tightens the tightening bolts.
If the connecting hole forming member is inserted into the front gable plate from the rear gable plate side through the recessed part insert, it can be placed immediately. All the operations of the expansion / contraction mechanism, retracting mechanism, tightening bolts, etc. are simple turning operations. Therefore, it can be operated with simple pneumatic and electric tools, and time can be saved and labor can be saved in both stationary and moving line production lines.

【0020】請求項3のものは、脱型時に生産ラインの
引抜装置により、連結孔形成部材を軸線の大径方向に付
勢すれば、連結孔形成部材の表面とコンクリートとの付
着強度が弱いため、接触面が瞬間的に剥離し該連結孔形
成部材を容易に抜き取ることができ、接触面の硬度が高
いため磨耗・損傷が少なく耐久性が向上する。
According to the third aspect of the present invention, when the connecting hole forming member is urged in the large diameter direction of the axis by the drawing device of the production line at the time of demolding, the adhesion strength between the surface of the connecting hole forming member and the concrete is weak. Therefore, the contact surface is momentarily peeled off and the connecting hole forming member can be easily pulled out, and since the contact surface has high hardness, there is little wear and damage and the durability is improved.

【0021】また、打設時には型枠緊締後に、後部妻板
側から連結孔形成部材を凹陥部入子の挿通孔を経由して
前部妻板の嵌合孔に嵌合させれば、簡単に連結孔形成部
材のセットが完了する。
Further, at the time of placing, after the molds are tightened, the connecting hole forming member can be easily connected from the rear end plate side by fitting the connecting hole forming member into the fitting hole of the front end plate through the insertion hole of the recessed part insert. The setting of the hole forming member is completed.

【0022】[0022]

【実施例】図1,図3乃至図16は、本発明の実施例を
示すもので、図1は、請求項1に係る暗渠ブロック製造
用型枠の斜視図、図2は、PC棒鋼で連結する暗渠ブロ
ックの斜視図、図3は、請求項1に係る暗渠ブロック製
造用型枠の正面図、図4は、前後部妻板の連動機構の説
明図、図5は、出没機構の斜視図、図6は、拡縮機構の
第1実施例の正面図、図7、拡縮機構の第1実施例の平
面図、図8は、拡縮機構の第2実施例の正面図、図9
は、拡縮機構の第2実施例の正面図、図10は、中子の
動作説明図、図11は、請求項2に係る暗渠ブロック製
造用型枠の斜視図、図12は、請求項2に係る暗渠ブロ
ック製造用型枠の正面図、図13は、側板部の出没機構
の説明図、図14は、中子の動作説明図、図15は、請
求項3に係る連結孔形成部材の斜視図、図16は、連結
孔形成部材の説明図、図17は、従来技術型枠の説明
図、図18は、従来技術型枠の説明図、図19は、従来
技術型枠の側板部の説明図である。
1 and 3 to 16 show an embodiment of the present invention. FIG. 1 is a perspective view of a formwork for producing an underdrain block according to claim 1, and FIG. 2 is a PC steel bar. FIG. 3 is a perspective view of the underdrain block to be connected, FIG. 3 is a front view of the formwork for producing the underdrain block according to claim 1, FIG. 4 is an explanatory view of the interlocking mechanism of the front and rear gable plates, and FIG. 5 is a perspective view of the retractable mechanism. 6 is a front view of the first embodiment of the expansion / contraction mechanism, FIG. 7 is a plan view of the first embodiment of the expansion / contraction mechanism, and FIG. 8 is a front view of the second embodiment of the expansion / contraction mechanism.
Is a front view of the second embodiment of the expansion / contraction mechanism, FIG. 10 is an operation explanatory view of a core, FIG. 11 is a perspective view of a form for producing an underdrain block according to claim 2, and FIG. FIG. 13 is a front view of a formwork for producing an underdrain block according to FIG. 13, FIG. 13 is an explanatory diagram of a retracting mechanism of a side plate portion, FIG. 14 is an operation explanatory diagram of a core, and FIG. FIG. 16 is an explanatory view of a connecting hole forming member, FIG. 17 is an explanatory view of a conventional technology mold, FIG. 18 is an explanatory view of a conventional technology mold, and FIG. 19 is a side plate portion of the conventional technology mold. FIG.

【0023】以下、図1乃至図16を参照して各実施例
の構成及び動作と、製造する暗渠ブロックを説明する。
The structure and operation of each embodiment and the underdrain block to be manufactured will be described below with reference to FIGS. 1 to 16.

【0024】図1は、請求項1に係る暗渠ブロック製造
用型枠の斜視図であり、前述した図2で示す暗渠ブロッ
クB1を天地逆に製造する暗渠ブロック製造用型枠(以
下、型枠Kと略称する)で、中子100を拡幅し図示し
ない金網を中子に外嵌した後、凹陥部入子250を突出
させ、前部妻板60と後部妻板70及び両側板80,8
0(片側の側板は省略)を二点鎖線矢印方向へ閉じる前
の状態(打設前)を示す図で、二点鎖線で示すのは暗渠
ブロックB1である。以下図を参照して概略構成を述べ
る。
FIG. 1 is a perspective view of a form for producing an underdrain block according to claim 1, which is a form for producing an underdrain block for producing the underdrain block B1 shown in FIG. (Hereinafter, abbreviated as K), the core 100 is widened and a wire mesh (not shown) is externally fitted to the core, and then the recessed part insert 250 is projected, and the front end plate 60, the rear end plate 70, and the side plates 80, 8 are formed.
0 (one side plate is omitted) before closing in the direction of the two-dot chain line arrow (before placing), and the two-dot chain line is the underdrain block B1. The schematic configuration will be described below with reference to the drawings.

【0025】型枠Kは、底面部55を貼着した台枠50
に、両側板80,80と前部妻板60を開閉自在に蝶着
し、該前部妻板60と連動手段を介して前後動可能に転
支した後部妻板70を立設し、中子100は可撓部を設
けた断面略逆U字型の上側中子110と、同じく可撓部
を設けた断面略U字型の下側中子120に分離して設
け、上側中子110と下側中子120間をL型リンクで
連結し、拡幅時封着可能に設けて後述する拡縮機構30
0を内設し、中子4隅角部101の穿設孔150内に、
内設した出没機構200(後述する)により出没可能な
凹陥部入子250を設け、後部妻板70側から水平方向
に突設した支持梁500(後述する)を、間隙を設けた
支持枠130内に挿通して、上方・前後・左右方向へ遊
動可能に支持し、後部妻板70に設けた挿通孔74内に
連結孔形成部材400を挿通し、該連結孔形成部材40
0を凹陥部入子250の挿通孔254を通して、前部妻
板60の嵌合孔64に嵌合可能に設けると共に、型枠組
付時(型枠緊締時)の位置決め機構として、上側中子1
10と下側中子120の両端部に、中子移動量以上の径
を有する先鋭の位置決めピンPを突設し、前後妻板6
0,70の対応位置に位置決め孔66a,76aを設
け、両側板80の両端部に先鋭の位置決めピンPbを突
設し、前後妻板60,70の対応位置に同じく位置決め
孔68b,78bを設け、後述する連動手段の緊締機構
90による型枠緊締時に、各部材の適正位置を保持する
よう構成している。
The form K is an underframe 50 to which a bottom surface 55 is attached.
In addition, the both side plates 80, 80 and the front gable plate 60 are hinged so as to be openable and closable, and the rear gable plate 70 is erected so as to be movable back and forth through the interlocking means with the front gable plate 60. The upper core 110 having a substantially inverted U-shaped cross section provided with a flexible portion and the lower core 120 having a substantially U-shaped cross section similarly provided with a flexible portion are separately provided, and the upper core 110 and the lower core are provided. An expansion / contraction mechanism 30 to be described later is provided by connecting the cores 120 with L-shaped links so that they can be sealed when expanded.
0 inside, and in the hole 150 of the core 4 corner 101,
A recessed portion insert 250 that can be retracted by an internally retractable mechanism 200 (described later) is provided, and a support beam 500 (described later) that is horizontally projected from the rear end plate 70 side is provided inside a support frame 130 having a gap. And is supported movably in the upward / backward / leftward / rightward directions, and the connection hole forming member 400 is inserted into the insertion hole 74 formed in the rear end plate 70.
0 is provided so that it can be fitted into the fitting hole 64 of the front end plate 60 through the insertion hole 254 of the recessed part insert 250, and the upper core 1 is used as a positioning mechanism when the mold is assembled (when the mold is tightened).
A sharp positioning pin P having a diameter equal to or larger than the core movement amount is provided at both ends of the lower core 10 and the lower core 120 to project the front and rear end plates 6.
Positioning holes 66a and 76a are provided at corresponding positions of 0 and 70, sharp positioning pins Pb are provided at both ends of both side plates 80, and positioning holes 68b and 78b are also provided at corresponding positions of the front and rear end plates 60 and 70. At the time of tightening the mold by the tightening mechanism 90 of the interlocking means, which will be described later, the proper positions of the respective members are held.

【0026】図3は、請求項1に係る暗渠ブロック製造
用型枠の正面図であり、型枠Kの前部妻板60と出没機
構200前部の軸受部及び緊締手段90等は省略し、中
子100は拡幅状態で示している。
FIG. 3 is a front view of the formwork for manufacturing the underdrain block according to claim 1, omitting the front end plate 60 of the form K, the bearing portion at the front of the retracting mechanism 200, the tightening means 90, etc. The core 100 is shown in a widened state.

【0027】前述したように中子100は略逆U字型の
隅部に可撓部beを設けた上側中子110と、略U字型
の同じく隅部に可撓部beを設けた下側中子120から
成り、上側中子110天井部に支持梁500を間隙gを
設けて遊挿する支持枠130を設け、上側分離部115
内側にリンク取付部115aを設け、下側中子120の
下側分離部125内側にもリンク取付部125aを設
け、上側中子110のリンク取付部115aと下側中子
120のリンク取付部125a間に、L型リンク140
の上側連結孔141と下側連結孔142を連結して、上
下側中子110、120を拡幅時に封着可能に設け、前
記支持枠130下面に回動運動を左右の伸縮運動に変換
する拡縮機構300(後述する)の軸受部370を固着
し、該拡縮機構300の出力端である直交継手350を
前記L型リンク140の先端連結孔143に連結し、上
下側中子110、120の4隅角部101に凹陥部入子
250が出没可能な穿設孔150を設け、該穿設孔15
0内に該凹陥部入子250を回動運動を上下運動に変換
する出没機構200(後述する)に連結して設け、後部
妻板21側から水平方向に突設した支持梁500(後述
する)を、前記支持枠130内に遊挿して、暗渠ブロッ
ク脱型時に中子100が、上方・前後・左右方向へ遊動
可能に支持し構成している。次に前後部妻板の連動手段
を説明する。
As described above, the core 100 has an upper core 110 in which a flexible portion be is provided in a corner portion of a substantially inverted U shape, and a lower portion in which a flexible portion be is provided in a corner portion of a substantially U shape. The upper core 110 is provided with a support frame 130 for loosely inserting the support beam 500 in the ceiling portion of the upper core 110 with a gap g, and the upper separating portion 115.
The link mounting portion 115a is provided inside, and the link mounting portion 125a is also provided inside the lower separating portion 125 of the lower core 120. The link mounting portion 115a of the upper core 110 and the link mounting portion 125a of the lower core 120 are provided. In between, L-shaped link 140
The upper connecting hole 141 and the lower connecting hole 142 are connected to each other so that the upper and lower cores 110 and 120 can be sealed when the width is increased, and the lower surface of the support frame 130 is expanded / contracted to convert the rotational movement into a lateral expansion / contraction movement. The bearing 370 of the mechanism 300 (described later) is fixed, the orthogonal joint 350, which is the output end of the expansion / contraction mechanism 300, is connected to the tip connection hole 143 of the L-shaped link 140, and the upper and lower cores 110, 120 are connected. The corner hole 101 is provided with a hole 150 through which the recessed part insert 250 can be projected and retracted.
A support beam 500 (described later) that is provided inside the recessed portion 250 is connected to a retractable mechanism 200 (described later) that converts rotational movement into vertical movement, and horizontally protrudes from the rear end plate 21 side. Is loosely inserted into the support frame 130 so that the core 100 is supported so as to be movable in the upward, forward, backward, and leftward and rightward directions when the underdrain block is removed from the mold. Next, the interlocking means of the front and rear gable plates will be described.

【0028】図4は、前後部妻板の連動手段の説明図
で、図1に示したA−A部断面図で連動手段77を示
し、中子100に内設した拡縮機構300,出没機構2
00等は省略している、連動手段77は、前後部妻板6
0,70を介して両側板80,80と中子100等型枠
全体の緊締と解放をする緊締機構90(図下部に斜視図
で示す)と、前述した前後部妻板60,70と両側板8
0,80及び中子100間に設けた位置決め機構と、前
部妻板60開きと連動して後部妻板70を後退させる連
動機構75等から構成されている。
FIG. 4 is an explanatory view of the interlocking means of the front and rear end plates. The interlocking means 77 is shown in a sectional view taken along the line AA in FIG. 1, and the expansion / contraction mechanism 300 and the retracting mechanism 2 installed in the core 100 are shown.
00 and the like are omitted, the interlocking means 77 is the front and rear end plate 6
Tightening mechanism 90 (shown in a perspective view in the lower part of the figure) for tightening and releasing the entire side frame 80, 80 and the core 100 and the like through 0, 70, and the front and rear part end plates 60, 70 and both side plates. 8
The positioning mechanism is provided between the 0 and 80 and the core 100, and the interlocking mechanism 75 and the like that moves the rear end plate 70 backward by interlocking with the opening of the front end plate 60.

【0029】先に、連動手段77の一つである緊締機構
90から説明する、緊締機構90は、回動頭部91を設
けた螺杆92の前端部に左螺子92Lを刻設し、後端部
に右螺子92Rを刻設して前記支持梁500に游嵌し、
左螺子92L部に回動範囲を90°に制限する制限棒9
3を内側に突設した長方形の締付ナット94を螺嵌し、
該制限棒93を支持梁500前端面に設けた1/4円周
の制限溝509内に挿入し、右螺子92R部に後部妻板
70に両端を枢着した後部締付ナット95を螺嵌して設
け、前部妻板60の締付ナット94との対応位置に、該
締付ナット94が水平時に潜り抜け可能な長方形の穿設
孔62を穿設し構成している。
First, the tightening mechanism 90, which is one of the interlocking means 77, will be described. In the tightening mechanism 90, the left screw 92L is engraved at the front end of the screw rod 92 provided with the rotating head 91, and the rear end is formed. Right screw 92R is engraved on the portion and is fitted into the support beam 500,
Limiting rod 9 for limiting the turning range to 90 ° on the left screw 92L portion
3 is screwed into a rectangular tightening nut 94 protruding inward,
The limiting rod 93 is inserted into a limiting groove 509 having a quarter circumference provided on the front end surface of the support beam 500, and a rear tightening nut 95 having both ends pivotally attached to the rear end plate 70 is screwed into the right screw 92R portion. And a rectangular hole 62 is formed in the front end plate 60 at a position corresponding to the tightening nut 94 so that the tightening nut 94 can slip through when it is horizontal.

【0030】連動機構75は、台枠50に蝶着した前部
妻板60の下部に連動アーム65を突設し、後部妻板7
0の下部に車輪を内設した転支部72を水平方向に突設
し、台枠50後部の軌条部52に前後動可能に係合し、
前記連動アーム65と転支した後部妻板70間を連動杆
67を介して連結し、該連動杆67にはターンバックル
状の長さ調整部67tを設けて構成している。
The interlocking mechanism 75 has an interlocking arm 65 projecting from the lower part of the front end plate 60 hinged to the underframe 50 and the rear end plate 7.
In the lower part of 0, a rotatably supporting part 72 in which wheels are installed is projected in the horizontal direction, and engages with a rail part 52 at the rear part of the underframe 50 so as to be movable back and forth.
The interlocking arm 65 and the rear end plate 70 pivotally supported are connected via an interlocking rod 67, and the interlocking rod 67 is provided with a turnbuckle-shaped length adjusting portion 67t.

【0031】上記構成による緊締機構90と連動機構7
5の動作を説明する、先ず、脱型時に連結孔形成部材4
00を抜き取り、緊締機構90の螺杆92の回動頭部9
1を左回転すれば、直立していた締付ナット94は緩ん
で前方へ移動しながら、螺杆との摩擦により左方向に回
転し図示のように水平になり、締付ナット94が前部妻
板60の長方形の穿設孔62を潜り抜け可能となり、前
部妻板60を開けば連動アーム65に連結した連動杆6
7が、後方へ押されて後部妻板70が後退し、前部妻板
60と後部妻板70の位置決め孔68b,78bと両側
板の位置決めピンPbとの嵌合が解放され、両側板8
0,80開きが可能となり、同時に中子100両端部に
設けた先鋭の位置決めピンPと、前後妻板60,70の
位置決め孔66a,76aの嵌合も解放され、拡縮機構
300の操作で中子100が縮小可能となる。
The tightening mechanism 90 and the interlocking mechanism 7 having the above structure.
The operation of 5 will be described. First, the connection hole forming member 4 at the time of demolding.
00, and the turning head 9 of the screw rod 92 of the tightening mechanism 90.
When 1 is rotated counterclockwise, the upright tightening nut 94 loosens and moves forward, but due to the friction with the screw rod, it rotates leftward and becomes horizontal as shown in the drawing. It becomes possible to slip through the rectangular hole 62 of 60, and the interlocking rod 6 connected to the interlocking arm 65 by opening the front end plate 60.
7 is pushed backward and the rear end plate 70 is retracted, the fitting between the positioning holes 68b and 78b of the front end plate 60 and the rear end plate 70 and the positioning pins Pb of both side plates is released, and both side plates 8
0,80 opening is possible, and at the same time, the fitting of the sharp positioning pins P provided at both ends of the core 100 and the positioning holes 66a, 76a of the front and rear end plates 60, 70 is released, and the core mechanism is operated by the expansion / contraction mechanism 300. 100 can be reduced.

【0032】次に、型枠組付時の動作を述べる、先ず、
中子100の拡幅・図示しない金網の取付・凹陥部入子
250の突出等の工程を済ませ、両側板80,80を起
こし前部妻板60を閉じれば、後部妻板70が連動杆6
7により前方へ引付けられ、同時に前部妻板60,後部
妻板70の位置決め孔66a,76aと、対応する両側
板80及び中子100の位置決めピンPb,P等が嵌合
し、前部妻板60,後部妻板70の位置決め孔68b,
78bと、対応する両側板80及び中子100の位置決
めピンPbも同時に嵌合する、次に、緊締手段90の回
動頭部91を右回転すれば、水平状態であった締付ナッ
ト94が螺杆との摩擦により、直立位置まで右回転して
停止し、更に締付ければ前後部妻板60,70が締付ナ
ット94と後部締付ナット95により押圧され、所定位
置まで締付ければ型枠K(または型枠K2)全体が適正
位置で緊合され、連結孔形成部材400を挿入すれば即
打設可能となる。
Next, the operation of assembling the formwork will be described. First,
After the steps such as widening the core 100, attaching a wire mesh (not shown), projecting the recessed portion insert 250, etc. are completed, and the side plates 80, 80 are raised and the front end plate 60 is closed, the rear end plate 70 interlocks with the rod 6.
7, the positioning holes 66a and 76a of the front end plate 60 and the rear end plate 70 are simultaneously engaged with the corresponding side plates 80 and the positioning pins Pb and P of the core 100. , A positioning hole 68b in the rear gable plate 70,
78b and the corresponding side plates 80 and the positioning pin Pb of the core 100 are also fitted at the same time. Next, when the turning head 91 of the tightening means 90 is rotated to the right, the tightening nut 94 in the horizontal state is removed. Due to the friction with the screw rod, it rotates clockwise to the upright position and stops. If it is further tightened, the front and rear end plates 60 and 70 are pressed by the tightening nut 94 and the rear tightening nut 95, and if tightened to a predetermined position, the form K (Or the mold K2) is tightly fitted at a proper position, and if the connecting hole forming member 400 is inserted, it can be immediately placed.

【0033】図5は、出没機構の実施例の斜視図で、出
没機構200は、回動頭部210を設けた螺杆220の
前部に左螺子220Lを刻設し、後部に右螺子220R
を刻設し、左螺子220L部に両端に軸着部23を設け
たナット部材22LNを螺嵌し、右螺子220R部にも
同じく両端に軸着部23を設けたナット部材22LNを
螺嵌し、夫々の軸着部23にリンク230の一端を軸着
し、他端を集合して、凹陥部入子250の下部に軸着
し、螺杆220を軸受部215で支承し、中子100の
4隅角部101の穿設孔150内側に固着し構成してい
る。
FIG. 5 is a perspective view of an embodiment of the retracting mechanism. In the retracting mechanism 200, a left screw 220L is engraved on the front part of a screw rod 220 having a rotating head 210, and a right screw 220R on the rear part.
The left screw 220L part is screwed with the nut member 22LN provided with the shaft mounting portions 23 at both ends, and the right screw 220R part is also screwed with the nut member 22LN provided with the shaft mounting portions 23 at both ends. , One end of the link 230 is axially attached to each of the axial attachment portions 23, and the other ends are gathered, axially attached to the lower portion of the recessed portion insert 250, the screw rod 220 is supported by the bearing portion 215, and the core 100 of the core 100 is attached. The four corners 101 are fixed to the inside of the hole 150.

【0034】次に出没機構200の動作を説明する、回
動頭部210を右回転すれば、左螺子220Lに螺嵌し
たナット部材22LNと右螺子220Rに螺嵌したナッ
ト部材22RNは、互いに接近しリンク230が凹陥部
入子250を突出させる、また、脱型時に回動頭部21
0を右回転すれば、左螺子220Lに螺嵌したナット部
材22LNと右螺子220Rに螺嵌したナット部材22
RNは、互いに離反しリンク230が凹陥部入子250
を没入させる、操作が全て単純な回動操作で行えるた
め、簡単な空圧・電動工具でも操作でき時間短縮と省力
化が計れる。
Next, the operation of the retracting mechanism 200 will be described. When the rotating head 210 is rotated clockwise, the nut member 22LN screwed into the left screw 220L and the nut member 22RN screwed into the right screw 220R approach each other. The link 230 causes the recessed part insert 250 to project, and the rotating head 21
When 0 is rotated clockwise, the nut member 22LN screwed into the left screw 220L and the nut member 22 screwed into the right screw 220R.
The RNs are separated from each other, and the link 230 has a recessed part insert 250.
Since all the operations to immerse the robot can be performed by simple rotating operations, it is possible to operate even with simple pneumatic / power tools, which saves time and saves labor.

【0035】図6は、拡縮機構の第1実施例の正面図
で、基部を兼ねた軸受部370は鎖線で示している、図
7は、拡縮機構の第1実施例の平面図であり、両図とも
拡幅した状態の拡縮機構300を示している。以下両図
を参照して構成と動作を詳述する。
FIG. 6 is a front view of the first embodiment of the expansion / contraction mechanism, and the bearing portion 370 also serving as the base is shown by a chain line. FIG. 7 is a plan view of the first embodiment of the expansion / contraction mechanism. Both figures show the expansion / contraction mechanism 300 in an expanded state. The configuration and operation will be described in detail below with reference to both drawings.

【0036】図6,図7に示す拡縮機構300は、螺杆
320の回動運動を左右の伸縮運動に変換するリンク機
構で、出力端である左右に設けた直交継手350を、前
記L型リンク140(上側中子110と下側中子120
を連結している。)の先端連結孔143に連結して中子
の拡縮を行うもので、前部に左螺子320Lを刻設し後
部に右螺子320Rを刻設した螺杆320を、接続金具
360により直列に連結して先端部に回動頭部310を
設け、螺杆320の夫々の左螺子320L部と右螺子3
20R部に、両側に螺杆320軸線と平行な接続孔Na
を設けたナットLNとナットRNを夫々螺嵌し、ナット
LNとナットRNの接続孔Naに直交継手340の先端
の水平軸部34a軸着し、該直交継手340の上下軸部
34bにリンク345の一端孔部を軸着し、該リンク3
45の他端孔部を集合させて出力端である2番目の直交
継手350の上下軸部35aに軸着し、該直交継手35
0の水平孔部35bをL型リンク140の先端連結孔1
43に軸着可能に設け、螺杆320の要所を基部に設け
た軸受部370で支承し、拡縮時に左右の機構が拡縮の
進行に伴い矢符yのように揺動可能に構成している。
The expansion / contraction mechanism 300 shown in FIGS. 6 and 7 is a link mechanism for converting the rotational movement of the screw 320 into a lateral expansion / contraction movement. The orthogonal joints 350 provided on the left and right as output ends are connected to the L-shaped link. 140 (upper core 110 and lower core 120
Are connected. ) For expanding / contracting the core by connecting to the tip connecting hole 143, the screw rod 320 having the left screw 320L engraved on the front part and the right screw 320R engraved on the rear part is connected in series by the connecting fitting 360. The rotary head 310 is provided at the tip end of the screw rod 320, and the left screw 320L and the right screw 3 of the screw rod 320 are provided.
20R part, connection holes Na on both sides parallel to the threaded rod 320 axis
The nut LN and the nut RN provided with are respectively screwed, the horizontal shaft portion 34a of the tip of the orthogonal joint 340 is axially attached to the connection hole Na of the nut LN and the nut RN, and the link 345 is attached to the vertical shaft portion 34b of the orthogonal joint 340. The one end of the
The other end hole portions of 45 are assembled and axially attached to the vertical shaft portion 35a of the second orthogonal joint 350 which is the output end.
0 of the horizontal hole portion 35b is the tip connecting hole 1 of the L-shaped link 140.
43 is provided so that it can be attached to the shaft 43, and a bearing portion 370 provided on the base portion supports a key portion of the screw rod 320. At the time of expansion / contraction, the left and right mechanisms are configured to be swingable as indicated by arrow y as the expansion / contraction progresses. .

【0037】上記構成による拡縮機構300の動作を説
明する、脱型時に、螺杆320の回動頭部310を左回
転すれば、左螺子320L部のナットLNと右螺子32
0R部のナットRNが互いに離反し、リンク345が広
がって直交継手350が内側方向へ引付けられ、L型リ
ンク140の先端連結孔143が引張られて中子100
が縮小する。また、型枠組付時に、螺杆320の回動頭
部310を右回転すれば、左螺子320L部のナットL
Nと右螺子320R部のナットRNが互いに接近し、直
交継手350が外方向へ押され、L型リンク140の先
端連結孔143が押されて中子100が拡幅する。
The operation of the expansion / contraction mechanism 300 having the above-described structure will be described. When the rotating head 310 of the screw rod 320 is rotated counterclockwise at the time of demolding, the nut LN and the right screw 32 of the left screw 320L portion are rotated.
The nuts RN of the 0R portion are separated from each other, the link 345 expands, the orthogonal joint 350 is attracted inward, and the tip connecting hole 143 of the L-shaped link 140 is pulled to pull the core 100.
Shrinks. In addition, when the rotary head 310 of the screw rod 320 is rotated to the right when the formwork is assembled, the nut L of the left screw 320L portion is
N and the nut RN of the right screw 320R part approach each other, the orthogonal joint 350 is pushed outward, the tip connection hole 143 of the L-shaped link 140 is pushed, and the core 100 is widened.

【0038】図8は、拡縮機構の第2実施例の正面図
で、基部を兼ねた軸受部360は鎖線で示している、図
9は、拡縮機構の第2実施例の平面図であり、両図とも
拡幅した状態の拡縮機構300bを示している。以下両
図を参照して構成と動作を詳述する。
FIG. 8 is a front view of a second embodiment of the expansion / contraction mechanism, and the bearing portion 360 also serving as a base is shown by a chain line. FIG. 9 is a plan view of the second embodiment of the expansion / contraction mechanism. Both figures show the expansion / contraction mechanism 300b in an expanded state. The configuration and operation will be described in detail below with reference to both drawings.

【0039】図8,図9に示す拡縮機構300bは、螺
杆320の回動運動を左右の伸縮運動に変換する機構で
あって、出力端である左右に設けた直交継手350を、
前記L型リンク140の先端連結孔143に連結して中
子の拡縮を行うもので、前部に左螺子320Lを刻設し
後部に右螺子320Rを刻設した螺杆320を、接続金
具360により直列に連結し先端部に回動頭部310を
設け、前記左螺子320L部に円筒状のナットLNを螺
嵌し、右螺子320R部にも同様の円筒状のナットRN
を螺嵌して設け、一端にナットLNに外嵌する連結孔3
4aと2山クレビス部を設け他端に上下軸34bを設け
た右連結部材340aと、一端にナットRNに外嵌する
連結孔34aと1山クレビス部を設け他端に上下軸34
bを設けた左連結部材340bのクレビス部を互いに挿
入し、夫々の連結孔34a部を重ね合して(左右連結部
材を図右下のように構成してもよい)、ナットLNとナ
ットRNに外嵌し、右連結部材340aと左連結部材3
40bを揺動可能に連結して設け、右連結部材340a
と左連結部材340b夫々の上下軸34b部にリンク3
45の一端孔部を軸着し、該リンク345の他端孔部を
集合させて、左右の直交継手350の上下軸35aに軸
着し、該直交継手350の水平軸35bを前記L型リン
ク140の先端連結孔143に軸着可能に設け、螺杆3
20の要所を基部に設けた軸受部370で支承し、拡縮
時に左右の機構が拡縮の進行に伴い矢符yのように揺動
可能に構成している。
The expansion / contraction mechanism 300b shown in FIGS. 8 and 9 is a mechanism for converting the rotational movement of the screw rod 320 into lateral expansion / contraction movements, and the orthogonal joints 350 provided on the left and right as output ends,
The core 320 is connected to the tip connecting hole 143 of the L-shaped link 140 to expand and contract the core. A screw 320 having a left screw 320L engraved on the front part and a right screw 320R engraved on the rear part is connected by a connecting fitting 360. The rotary nut 310 is connected in series, and a rotary head 310 is provided at the tip, a cylindrical nut LN is screwed into the left screw 320L portion, and a similar cylindrical nut RN is also attached to the right screw 320R portion.
Connection hole 3 that is provided by screwing and is externally fitted to the nut LN at one end
4a and a right connecting member 340a provided with a double clevis portion and a vertical shaft 34b at the other end, a connecting hole 34a for externally fitting the nut RN and a single clevis portion at the other end, and a vertical shaft 34 at the other end.
The clevis portions of the left connecting member 340b provided with b are inserted into each other, and the respective connecting holes 34a are overlapped (the left and right connecting members may be configured as shown in the lower right of the drawing) to form the nut LN and the nut RN. To the right connecting member 340a and the left connecting member 3
40b is swingably connected to the right connecting member 340a.
And the link 3 to the vertical shaft 34b of each of the left connecting member 340b.
45 has one end hole portion pivotally attached thereto, and the other end hole portions of the link 345 are gathered together and attached to the vertical shafts 35a of the left and right orthogonal joints 350, and the horizontal axis 35b of the orthogonal joint 350 is connected to the L-shaped link. The tip connecting hole 143 of the shaft 140 is provided so as to be axially attached, and the screw rod 3
20 bearings are supported by a bearing 370 provided at the base, and the left and right mechanisms are configured to be swingable as indicated by arrow y as the expansion and contraction progress during expansion and contraction.

【0040】上記構成による拡縮機構300bの動作を
説明する、脱型時に、螺杆320の回動頭部310を左
回転すれば、左螺子320L部のナットLNと右螺子3
20R部のナットRNが互いに矢印方向へ離反し、リン
ク345が広がって直交継手350が内側方向へ引付け
られ、L型リンク140の先端連結孔143が引張られ
て中子100が縮小する。また、型枠組付時に、螺杆3
20の回動頭部310を右回転すれば、左螺子320L
部のナットLNと右螺子320R部のナットRNが互い
に接近し、直交継手350が外方向へ押され、L型リン
ク140の先端連結孔143が押されて中子100が拡
幅する。この第2実施例の拡縮機構300bの動作は第
1実施例と同様であるが、連結箇所が少ないため加工容
易でガタが出にくく耐久性が向上する利点がある。
The operation of the expansion / contraction mechanism 300b having the above-described structure will be described. When the turning head 310 of the screw rod 320 is rotated counterclockwise at the time of demolding, the nut LN and the right screw 3 of the left screw 320L are rotated.
The nuts RN of the 20R portion are separated from each other in the direction of the arrow, the link 345 expands, the orthogonal joint 350 is attracted inward, and the tip connecting hole 143 of the L-shaped link 140 is pulled to shrink the core 100. In addition, when mounting the formwork, the screw rod 3
If the rotating head 310 of 20 is rotated clockwise, the left screw 320L
The nut LN of the portion and the nut RN of the right screw 320R portion approach each other, the orthogonal joint 350 is pushed outward, the tip connecting hole 143 of the L-shaped link 140 is pushed, and the core 100 widens. The operation of the expansion / contraction mechanism 300b of the second embodiment is the same as that of the first embodiment, but there are advantages that the processing is easy because there are few connecting points, rattling is less likely to occur, and the durability is improved.

【0041】以上詳記した拡縮機構の各実施例は前記型
枠K及び後述する型枠K2の中子拡縮に適用して有効に
作用する。
The respective embodiments of the expansion / contraction mechanism described in detail above are effectively applied to the expansion / contraction of the mold K and the core of the mold K2 described later.

【0042】図10は、中子の動作説明図で、図10
(a)は、型枠Kの縮小前の中子100を示し、中子4
隅に設けた凹陥部入子250は、既に図4に説明した出
没機構200の操作により中子100内に没入してい
る。図10(b)は、中子100の縮小時を示す図で、
拡縮機構300の回動頭部310の操作により、中子が
縮小した脱型前の状態を示している。以下図10によ
り、中子100の拡縮動作を詳記するる。
FIG. 10 is a diagram for explaining the operation of the core.
(A) shows the core 100 before reduction of the form K, and the core 4
The recessed part insert 250 provided in the corner is set in the core 100 by the operation of the retracting mechanism 200 described in FIG. FIG. 10B is a diagram showing the core 100 when it is contracted,
The state before demolding in which the core is contracted by the operation of the rotary head 310 of the expansion / contraction mechanism 300 is shown. The expansion / contraction operation of the core 100 will be described in detail below with reference to FIG.

【0043】図10(a)に示す拡幅状態の中子100
は、脱型時に、前述した拡縮機構300(または、30
0b)の回動頭部310を左回転すれば、左螺子320
L部のナットLNと右螺子320R部のナットRNが互
いに離反し始め、リンク345が直交継手350を内側
方向へ引付け始め、L型リンク140の先端連結孔14
3が引張られ、上側中子110の上側分離部115と下
側中子120の下側分離部125が離れ始め、中子縮小
の初期の時点では、下側中子120は連結されたL型リ
ンク140の上端連結孔141を回転中心として、該L
型リンク140の下端連結孔142に引かれて内側方向
へ幅を縮小しながら、上側中子120の内側上方へ上昇
し始め、更に縮小が進行すれば拡縮機構300の作用線
が、L型リンク140を介して上側中子120のリンク
取付部125aに及び、上側中子120は下側中子11
0に追動して幅を縮小し、下側中子110は更に幅を縮
小しながら上側中子120内に上昇し、図9(b)の縮
小状態になり即脱型可能となる、図中二点鎖線100A
は縮小前の中子輪郭線である。次に拡幅時の動作を述べ
る。
The core 100 in the widened state shown in FIG.
Is the expansion / contraction mechanism 300 (or 30
0b) turning the turning head 310 counterclockwise, the left screw 320
The nut LN of the L portion and the nut RN of the right screw 320R portion start to separate from each other, the link 345 starts to pull the orthogonal joint 350 inward, and the tip connecting hole 14 of the L-shaped link 140
3 is pulled, the upper separating part 115 of the upper core 110 and the lower separating part 125 of the lower core 120 begin to separate, and at the initial point of core contraction, the lower core 120 is connected to the L-shape. With the upper end connecting hole 141 of the link 140 as the center of rotation, the L
While being drawn by the lower end connecting hole 142 of the die link 140 to reduce the width inward, it begins to rise upward inward of the upper core 120, and if the reduction further proceeds, the line of action of the expansion / contraction mechanism 300 will change to the L-shaped link. The upper core 120 extends to the link attachment portion 125a of the upper core 120 via the upper core 120.
The width is reduced by following 0, and the lower core 110 rises into the upper core 120 while further reducing the width, and becomes the contracted state of FIG. Medium two-dot chain line 100A
Is the core outline before reduction. Next, the operation during widening will be described.

【0044】図10(b)に示す縮小状態の中子100
は、拡幅時に、拡縮機構300(または、300b)の
回動頭部310を右回転すれば、左螺子320L部のナ
ットLNと右螺子320R部のナットRNが互いに接近
し始め、リンク345が直交継手350を外側方向へ押
し始め、L型リンク140の先端連結孔143が押され
て、上側中子110が拡幅し始め下側中子120はL型
リンク140の先端連結孔141を支点として、上側中
子110に追動して下方へ下がりながら拡幅し始め、拡
幅が進行すると上側分離部115と下側分離部125が
当着し封着され、図10(a)の拡幅状態に復帰する。
The core 100 in the contracted state shown in FIG.
When the rotating head 310 of the expansion / contraction mechanism 300 (or 300b) is rotated to the right at the time of widening, the nut LN of the left screw 320L part and the nut RN of the right screw 320R part start to approach each other, and the link 345 is orthogonal. The joint 350 starts to be pushed outward, the tip connecting hole 143 of the L-shaped link 140 is pushed, the upper core 110 begins to widen, and the lower core 120 uses the tip connecting hole 141 of the L-shaped link 140 as a fulcrum. The upper core 110 starts to widen while descending following the upper core 110, and when the widening progresses, the upper separating portion 115 and the lower separating portion 125 are abutted and sealed, and the widened state of FIG. 10A is restored. .

【0045】なお、中子100は支持枠130により、
図中二点鎖線で示す支持梁500に間隙gを設けて支持
されているため、脱型時に暗渠ブロックを僅か持ち上げ
て前方へ引き抜けば、中子が自然に抵抗の少ない方向に
移動して、短時間で容易に脱型ができ、型枠組付時に
は、中子が位置決めピンの嵌合により自然に適正位置に
移動し、組付工程の時間短縮が可能となる。
The core 100 is supported by the support frame 130.
Since the support beam 500 shown by the chain double-dashed line in the figure is supported with a gap g provided, if the underdrain block is slightly lifted and pulled forward at the time of demolding, the core naturally moves in a direction with less resistance. The mold can be easily removed in a short time, and when the mold is assembled, the core is naturally moved to the proper position by the fitting of the positioning pin, and the assembly process time can be shortened.

【0046】次に、図11乃至図16を参照して、請求
項2に係る暗渠ブロックB2を造る型枠と、請求項3に
係る連結孔形成部材の構成動作を説明する。
Next, with reference to FIGS. 11 to 16, a description will be given of the operation of forming the formwork for forming the underdrain block B2 according to claim 2 and the connecting hole forming member according to claim 3.

【0047】図11は、請求項2に係る暗渠ブロック製
造用型枠の斜視図であり、図2で示した暗渠ブロックB
2を天地逆に製造する暗渠ブロック製造用型枠(以下、
型枠K2と略称する)で(右側の側板80は説明のため
蝶着部から取り外し示している。)、中子100を拡幅
し図示しない金網を中子に外嵌した後、両側板80,8
0(凹陥部入子251を固着した)を起こし、次に、出
没機構200を操作して凹陥部入子250を側板内側へ
突出させ、前部妻板60と後部妻板70を二点鎖線矢印
方向へ閉じる前の状態(打設前)を示す図で、二点鎖線
で示すのは暗渠ブロックB2である。以下図を参照して
概略構成を述べる。
FIG. 11 is a perspective view of a formwork for manufacturing an underdrain block according to claim 2, which is the underdrain block B shown in FIG.
Formwork for underdrain block manufacturing (hereinafter,
After that, the core 100 is expanded and a wire mesh (not shown) is externally fitted to the core, and then the side plates 80, 8
0 (the recessed part insert 251 is fixed), then the retractable mechanism 200 is operated to project the recessed part insert 250 inside the side plate, and the front end plate 60 and the rear end plate 70 are moved in the direction of the two-dot chain line arrow. In the diagram showing the state before closing (before placing), the underdrain block B2 is indicated by a chain double-dashed line. The schematic configuration will be described below with reference to the drawings.

【0048】型枠K2は、底面部55を貼着した台枠5
0に、両側板80,80と前部妻板60を開閉自在に蝶
着し、該前部妻板60と連動手段を介して前後動可能に
転支した後部妻板70を立設し、中子100は可撓部を
設けた断面略逆U字型の上側中子110と、同じく可撓
部を設けた断面略U字型の下側中子120に分離し、該
上側中子110と下側中子120間をL型リンク140
で連結し拡幅時封着可能に設けて、後述する拡縮機構3
00を内設し、両側板80,80の中央上側に凹陥部入
子251を固着し、中央下側に凹陥部入子250が出没
可能な穿設孔85を穿設し、該穿設孔85内に凹陥部入
子250を出没機構200に連結して出没自在に設け、
後部妻板21側から水平方向に突設した支持梁500
を、中子100の間隙を設けた支持枠130内に挿通し
て、上方・前後・左右方向へ遊動可能に支持し、後部妻
板70に設けた挿通孔74内に連結孔形成部材400を
挿通時、該連結孔形成部材400を凹陥部入子250及
び凹陥部入子251の挿通孔254を通して、前部妻板
60の嵌合孔64に嵌合可能に設けると共に、上側中子
110と下側中子120の両端部に先鋭の位置決めピン
Pを突設し、前後妻板60,70の対応位置に位置決め
孔66a,76aを設け、両側板80の両端部に先鋭の
位置決めピンPbを突設し、前後妻板60,70の対応
位置に同じく位置決め孔68b,78bを設け、前述し
た緊締手段90による型枠緊締時に各部材の適正位置を
保持できるよう構成している。なお、図中二点鎖線で示
すのは暗渠ブロックB2である。
The frame K2 is an underframe 5 to which a bottom surface 55 is attached.
0, the both side plates 80, 80 and the front gable plate 60 are hinged so as to be openable and closable, and the rear gable plate 70 is erected so as to be movable back and forth through the interlocking means with the front gable plate 60. Is separated into an upper core 110 having a substantially inverted U-shaped cross section having a flexible portion and a lower core 120 having a substantially U-shaped cross section having a flexible portion, and the upper core 110 and the lower core are separated. L-shaped link 140 between cores 120
The expansion / contraction mechanism 3 which will be described later is provided so that it can be sealed at the time of widening.
00 is internally provided, a recessed part insert 251 is fixed to the upper side of the center of both side plates 80, 80, and a hole 85 is formed in the lower part of the center where the recessed part insert 250 can be retracted. The recessed part nest 250 is connected to the retractable mechanism 200 in 85 so as to be retractable.
A support beam 500 protruding horizontally from the rear gable plate 21 side
Is inserted into a support frame 130 having a gap between the cores 100 to support the core 100 so as to be movable in the upward, forward, backward, leftward and rightward directions, and the connection hole forming member 400 is inserted into an insertion hole 74 provided in the rear end plate 70. At this time, the connecting hole forming member 400 is provided so that it can be fitted into the fitting hole 64 of the front end plate 60 through the insertion hole 254 of the recessed part insert 250 and the recessed part insert 251 and the upper core 110 and the lower part. Sharp positioning pins P are provided at both ends of the core 120, positioning holes 66a, 76a are provided at corresponding positions of the front and rear end plates 60, 70, and sharp positioning pins Pb are provided at both ends of both side plates 80. Positioning holes 68b and 78b are also provided at the corresponding positions of the front and rear end plates 60 and 70 so that the proper positions of the respective members can be held when the mold frame is tightened by the above-mentioned tightening means 90. The underdrain block B2 is indicated by a chain double-dashed line in the figure.

【0049】図12は、請求項2に係る暗渠ブロック製
造用型枠の正面図であり、型枠K2の前部妻板60と緊
締手段90等を省略し、開いた両側板80,80の一部
を切欠いて没入した凹陥部入子250と出没機構200
を示し、中子100は拡幅状態で示している。
FIG. 12 is a front view of a formwork for producing an underdrain block according to a second aspect of the present invention, in which the front end plate 60 of the form K2, the tightening means 90, etc. are omitted, and one side plate 80, 80 is opened. The recessed part nest 250 and the retracting mechanism 200 which are notched and recessed
, And the core 100 is shown in a widened state.

【0050】中子100は、断面略逆U字型の隅部に可
撓部beを設けた上側中子110と、断面略U字型の同
じく隅部に可撓部beを設けた下側中子120から成
り、上側中子110天井部に支持梁500を遊挿する間
隙gを有する支持枠130を設け、上側分離部115内
側にリンク取付部115aを設け、下側中子120の下
側分離部125内側にもリンク取付部125aを設け、
上側中子110のリンク取付部115aと下側中子12
0のリンク取付部125a間に、L型リンク140の上
側連結孔141と下側連結孔142を連結して、上側中
子110と下側中子120を拡幅時に封着可能に設け、
前記支持枠130下面に回動運動を左右の伸縮運動に変
換する拡縮機構300(後述する)の軸受部370を固
着し、該拡縮機構300の出力端である直交継手350
を、前記L型リンク140の先端連結孔143に連結し
て設け、両側板80,80の中央の上部に凹陥部入子2
51を固着し、中央下部に凹陥部入子250が出没可能
な穿設孔85を設け、該穿設孔85内に凹陥部入子25
0を摺動可能に設けると共に、該凹陥部入子250を回
動運動を上下運動に変換する出没機構200(後述す
る)に連結して設け、後部妻板21側から水平方向に突
設した支持梁500を、前記間隙gを設けた支持枠13
0内に挿通して、上方・前後・左右方向へ遊動可能に支
持し、後部妻板70に連結孔形成部材400の挿通孔7
4を設け、凹陥部入子250の挿通孔254を通して、
前部妻板60の嵌合孔64に嵌合可能に設けると共に、
上側中子110と下側中子120の両端部に先鋭の位置
決めピンPを突設し、前後妻板60,70の対応位置の
位置決め孔66a,76aに対応して設け、両側板80
の両端部に先鋭の位置決めピンPbを突設し、前後妻板
60,70の対応位置に同じく位置決め孔68b,78
bを設け、型枠緊締時に、各部材の適正位置を保持する
よう構成している。
The core 100 has an upper core 110 provided with a flexible portion be at a corner having a substantially inverted U-shaped cross section, and a lower core 110 provided with a flexible portion be at the same corner having a substantially U-shaped cross section. A support frame 130 including a core 120, a support frame 130 having a gap g into which the support beam 500 is loosely inserted is provided on a ceiling portion of the upper core 110, a link attachment portion 115a is provided inside the upper separation portion 115, and a lower core 120 is provided. The link attachment portion 125a is provided inside the side separation portion 125,
The link attachment portion 115a of the upper core 110 and the lower core 12
The upper connecting hole 141 and the lower connecting hole 142 of the L-shaped link 140 are connected between the zero link mounting portions 125a, and the upper core 110 and the lower core 120 are provided so as to be sealed when widening,
A bearing portion 370 of an expansion / contraction mechanism 300 (described later) that converts rotational movement into lateral expansion / contraction movement is fixed to the lower surface of the support frame 130, and an orthogonal joint 350 that is an output end of the expansion / contraction mechanism 300.
Is provided so as to be connected to the tip connecting hole 143 of the L-shaped link 140, and the recessed portion nest 2 is provided in the upper part of the center of both side plates 80, 80.
51 is fixed, and a hole for allowing the recessed part insert 250 to be projected and retracted is provided in the lower center part, and the recessed part insert 25 is provided in the hole 85.
0 is provided slidably, and the recessed part insert 250 is provided by being connected to a retractable mechanism 200 (described later) that converts rotational movement into vertical movement, and is provided so as to project horizontally from the rear end plate 21 side. The beam 500 is attached to the support frame 13 provided with the gap g.
0, and is supported movably in the upward, forward, backward, leftward and rightward directions, and is inserted into the rear end plate 70 through the insertion hole 7 of the connection hole forming member 400.
4 is provided, and through the insertion hole 254 of the recessed part insert 250,
Provided so that it can be fitted into the fitting hole 64 of the front end plate 60,
Sharp positioning pins P are provided on both ends of the upper core 110 and the lower core 120 so as to correspond to the positioning holes 66a and 76a at the corresponding positions of the front and rear end plates 60 and 70.
Sharp positioning pins Pb are projectingly provided at both ends of the front and rear ends of the front and rear end plates 60, 70 at the corresponding positions.
b is provided so that the proper position of each member is maintained when the mold is tightened.

【0051】型枠K2の前後部妻板の連動手段には、型
枠Kと同一の構成動作であり、図4を参照し9ページ
The interlocking means of the front and rear end plates of the mold K2 has the same operation as that of the mold K. Refer to FIG.

【0028】乃至11ページTo page 11

【0031】に於いて詳記したため省略する。Since it has been described in detail, the description thereof will be omitted.

【0052】図13は、側板部の出没機構の説明図で、
図12の側板80部のB−B部断面図を示す図で、図1
3(a)は側板80に設けた凹陥部入子250の没入状
態を示し、図13(b)は、凹陥部入子250の突出状
態を示している。図を参照して以下構成動作を述べる。
FIG. 13 is an explanatory view of the retracting mechanism of the side plate portion.
1 is a diagram showing a cross-sectional view taken along the line BB of the side plate 80 of FIG.
3A shows a recessed state insert 250 provided on the side plate 80 in a retracted state, and FIG. 13B shows a recessed state insert 250 projected. The configuration operation will be described below with reference to the drawings.

【0053】先ず、図13(a)により型枠K2の側板
80部の出没機構200の構成を説明する、この型枠K
2の両側板80,80は、長手方向中央上側に凹陥部入
子251を固着し、中央下側に凹陥部入子250の出没
可能な穿設孔85を設け、該穿設孔85内にガイド25
5を設け、出没機構200に連結した凹陥部入子250
を摺動可能に設けている、出没機構200は、回動頭部
210を設けた螺杆220に左螺子220Lと右螺子2
20Rを刻設し、左螺子220L部に両端に軸着部23
を設けたナット部材22LNを螺嵌し、右螺子220R
部に同じく両端に軸着部23を設けたナット部材22R
Nを螺嵌し、該軸着部23にリンク230の一端を軸着
し、他端を集合して、凹陥部入子250の後部に軸着
し、螺嵌220を軸受部215で支承し側板80外側に
固着し構成している。
First, the structure of the retracting mechanism 200 of the side plate 80 of the mold K2 will be described with reference to FIG.
In both side plates 80, 80, the recessed part insert 251 is fixed to the upper side in the center in the longitudinal direction, and a hole 85 is formed in the lower part of the center so that the recessed part insert 250 can be retracted. Guide 25
5, the recessed part nest 250 connected to the retractable mechanism 200.
In the retractable mechanism 200, which is slidably provided, a left lever 220L and a right screw 2 are attached to a screw rod 220 having a rotating head 210.
20R is engraved, and the left screw 220L part is provided with shaft attachment parts 23 at both ends.
The nut member 22LN provided with is screwed to the right screw 220R.
Nut member 22R in which shaft mounting portions 23 are provided on both ends of the same
N is screwed, one end of the link 230 is shafted to the shaft mounting part 23, the other end is gathered, and the other end is shaft mounted to the rear part of the recessed part insert 250, and the screw fit 220 is supported by the bearing part 215. It is configured to be fixed to the outside of the side plate 80.

【0054】次に図13(b)により、出没機構200
の動作を説明する、回動頭部210を右回転すれば、左
螺子220Lに螺嵌したナット部材22LNと右螺子2
20Rに螺嵌したナット部材22RNは、互いに接近し
リンク230が凹陥部入子250を突出させる、また、
脱型時に回動頭部210を左回転すれば、左螺子220
Lに螺嵌したナット部材22LNと右螺子220Rに螺
嵌したナット部材22RNは、互いに離反しリンク23
0が凹陥部入子250を、図13(a)のように側板8
0内に没入させる。
Next, referring to FIG. 13B, the retractable mechanism 200
If the turning head 210 is rotated to the right, the nut member 22LN and the right screw 2 screwed into the left screw 220L will be described.
The nut members 22RN screwed into the 20R approach each other, and the link 230 causes the recessed part insert 250 to project.
If the rotating head 210 is rotated counterclockwise during demolding, the left screw 220
The nut member 22LN screwed into L and the nut member 22RN screwed into the right screw 220R are separated from each other and the link 23
0 inserts the recessed part insert 250 into the side plate 8 as shown in FIG.
Immerse yourself in zero.

【0055】図14は、中子の動作説明図で、図14
(a)は、型枠K2の縮小前の中子100を示し、図1
4(b)は、中子100の縮小時を示す図で、拡縮機構
300の回動頭部310の操作により、中子が縮小した
脱型前の状態を示している。以下図14により中子10
0の拡縮動作を詳記する。
FIG. 14 is a diagram for explaining the operation of the core.
1A shows the core 100 before reduction of the form K2, and FIG.
4B is a diagram showing a state where the core 100 is contracted, and shows a state in which the core is contracted by the operation of the rotating head 310 of the expansion / contraction mechanism 300 and before the mold is removed. The core 10 is shown in FIG. 14 below.
The scaling operation of 0 will be described in detail.

【0056】図14(a)に示す拡幅状態の中子100
は、脱型時に、前述した拡縮機構300(または、30
0b)の回動頭部310を左回転すれば、左螺子320
L部のナットLNと右螺子320R部のナットRNが互
いに離反し始め、リンク345が直交継手350を内側
方向へ引付け始め、L型リンク140の先端連結孔14
3が引張られ、上側中子110の上側分離部115と下
側中子120の下側分離部125が離れ始め、中子縮小
の初期の時点では、下側中子120は連結されたL型リ
ンク140の上端連結孔141を回転中心として、該L
型リンク140の下端連結孔142に引かれて内側方向
へ幅を縮小しながら、上側中子120の内側上方へ上昇
し始め、更に縮小が進行すれば拡縮機構300の作用線
がL型リンク140を介して上側中子120のリンク取
付部125aに及び、上側中子120は下側中子110
に追動して幅を縮小し、下側中子110は更に幅を縮小
しながら上側中子120内に上昇し、図9(b)の縮小
状態になり即脱型可能となる、図中二点鎖線100Aは
縮小前の中子輪郭線である。次に拡幅時の動作を述べ
る。
The core 100 in the widened state shown in FIG.
Is the expansion / contraction mechanism 300 (or 30
0b) turning the turning head 310 counterclockwise, the left screw 320
The nut LN of the L portion and the nut RN of the right screw 320R portion start to separate from each other, the link 345 starts to pull the orthogonal joint 350 inward, and the tip connecting hole 14 of the L-shaped link 140
3 is pulled, the upper separating part 115 of the upper core 110 and the lower separating part 125 of the lower core 120 begin to separate, and at the initial point of core contraction, the lower core 120 is connected to the L-shape. With the upper end connecting hole 141 of the link 140 as the center of rotation, the L
While being drawn by the lower end connecting hole 142 of the mold link 140 to reduce the width inward, the mold core 140 begins to rise upward inward of the upper core 120. To the link attachment portion 125a of the upper core 120, and the upper core 120 is connected to the lower core 110.
The lower core 110 rises into the upper core 120 while further reducing the width, and becomes the contracted state of FIG. 9 (b) so that the mold can be immediately released from the mold. The chain double-dashed line 100A is the core outline before reduction. Next, the operation during widening will be described.

【0057】図14(b)に示す縮小状態の中子100
は、拡幅時に、拡縮機構300(または、300b)の
回動頭部310を右回転すれば、左螺子320L部のナ
ットLNと右螺子320R部のナットRNが互いに接近
し始め、リンク345が直交継手350を外側方向へ押
し始め、L型リンク140の先端連結孔143が押され
て、上側中子110が拡幅し始め下側中子120はL型
リンク140の先端連結孔141を支点として、上側中
子110に追動して下方へ下がりながら拡幅し始め、拡
幅が進行すると上側分離部115と下側分離部125が
当着し封着され、図14(a)の拡幅状態に復帰する。
The core 100 in the contracted state shown in FIG.
When the rotating head 310 of the expansion / contraction mechanism 300 (or 300b) is rotated to the right at the time of widening, the nut LN of the left screw 320L part and the nut RN of the right screw 320R part start to approach each other, and the link 345 is orthogonal. The joint 350 starts to be pushed outward, the tip connecting hole 143 of the L-shaped link 140 is pushed, the upper core 110 begins to widen, and the lower core 120 uses the tip connecting hole 141 of the L-shaped link 140 as a fulcrum. It begins to widen while moving downward following the upper core 110, and when the widening progresses, the upper separating portion 115 and the lower separating portion 125 are abutted and sealed, and the widened state of FIG. 14A is restored. .

【0058】なお、中子100は支持枠130により、
図中二点鎖線で示す支持梁500に間隙gを設けて支持
されているため、脱型時に暗渠ブロックを僅か持ち上げ
て前方へ引き抜けば、中子が自然に抵抗の少ない方向に
移動して、短時間で容易に脱型ができ、型枠組付時には
自然に適正位置に移動し組付工程の時間短縮が可能とな
る。
The core 100 is supported by the support frame 130.
Since the support beam 500 shown by the chain double-dashed line in the figure is supported with a gap g provided, if the underdrain block is slightly lifted and pulled forward at the time of demolding, the core naturally moves in a direction with less resistance. In addition, it is possible to easily remove the mold in a short time, and naturally move to an appropriate position when assembling the mold to shorten the time of the assembling process.

【0059】従って、以上述べた型枠K2の脱型時に
は、先ず連結孔形成部材400を引き抜き、前後妻板6
0,70を開き中子100を縮小して、両側板80,8
0の出没機構200の回動頭部210を左回転すれば、
リンク240が凹陥部入子251を側板内に没入させ
て、両側板開きが可能となり、両側板を開けば前記暗渠
ブロックB2が即脱型可能となる。
Therefore, at the time of releasing the mold K2 described above, first, the connection hole forming member 400 is pulled out, and the front and rear end plates 6 are removed.
Open 0, 70 to shrink the core 100,
If the turning head 210 of the retractable mechanism 200 of 0 is rotated counterclockwise,
The link 240 allows the recessed part inserter 251 to be retracted into the side plate so that both side plates can be opened. When the both side plates are opened, the underdrain block B2 can be immediately released from the mold.

【0060】図15は、請求項3に係る連結孔形成部材
の斜視図であり、図16は、連結孔形成部材の説明図
で、型枠への装着状態を断面図で示している、連結孔形
成部材400は、生産ラインの引抜装置の挟持部と合致
する基部430を設け、後部妻板70の挿通孔74と同
径の後部420から先端部410にテーパ状に加工した
硬質金属(焼入鋼等)に、硬質クロムメッキまたは硬質
セラミック・チタン系硬質金属の溶射等により、コーテ
ィングした硬質面を形成し構成している。なお、基部に
生産ラインの引抜装置の挟持部と係合する係合溝440
を設けることもできる。
FIG. 15 is a perspective view of a connecting hole forming member according to a third aspect of the present invention, and FIG. 16 is an explanatory view of the connecting hole forming member, showing a mounting state of the connecting hole forming member in a cross section. The hole forming member 400 is provided with a base portion 430 that matches the holding portion of the drawing device of the production line, and a hard metal (quenched) from the rear portion 420 having the same diameter as the insertion hole 74 of the rear gable plate 70 to the tip portion 410. Steel, etc.) to form a hard surface coated by hard chrome plating or thermal spraying of hard ceramic / titanium-based hard metal. In addition, an engaging groove 440 that engages with a sandwiching portion of the drawing device of the production line is provided on the base portion.
Can be provided.

【0061】型枠への装着は、生産ラインの装着装置で
ハンドリングして、後部妻板70の挿通孔74から連結
孔形成部材400を挿入し、凹陥部入子250(25
1)の挿通孔254を通して前部妻板60の嵌合孔64
に嵌合する、また、脱型時には生産ラインの引抜装置の
ハンドリングにより、4本の連結孔形成部材を同時に軸
線の大径方向に付勢すれば、打設時に塗布した剥離剤と
の相乗効果で、該連結孔成形部材400の表面とコンク
リートとの離型性に優れ、コンクリート面が瞬間的に剥
離し、該連結孔形成部材を十秒以内で簡単に抜き取るこ
とができる。なお、脱型時には下部に示す鎖線位置迄引
き抜けば脱型可能となる。
The mounting on the formwork is handled by a mounting device on the production line, the connecting hole forming member 400 is inserted from the insertion hole 74 of the rear end plate 70, and the recessed part insert 250 (25
Through the insertion hole 254 of 1), the fitting hole 64 of the front end plate 60
If the four connecting hole forming members are simultaneously urged in the large diameter direction of the axis by handling the drawing device of the production line when demolding, synergistic effect with the release agent applied at the time of placing Thus, the surface of the connecting hole forming member 400 and the concrete are excellent in releasability, the concrete surface is momentarily peeled off, and the connecting hole forming member can be easily removed within 10 seconds. At the time of demolding, it is possible to demold by pulling out to the position indicated by the chain line at the bottom.

【0062】[0062]

【発明の効果】請求項1記載の型枠は、暗渠ブロックの
脱型時(型枠から取出す時)に、連結孔成形部材を引抜
き、緊締機構を緩め前部妻板を開けば、連動して後部妻
板が後退し、同時に、各部材の位置決めが解放され、両
側板開きと中子の縮小が可能となり、両側板を開き、出
没機構を操作すれば、凹陥部入子が中子内に没入し、拡
縮機構を所定方向へ回転操作すれば、中子断面が縮小
し、暗渠ブロックを前方へ引き抜けば、中子が抵抗の少
ない方向に移動し、中子を型枠内に残したまま即脱型可
能となり、また、打設時(コンクリート打込時)に、中
子の拡縮機構を逆回転すれば、上側中子と下側中子の分
離部が当着し封着されて適正寸法に復帰し、出没機構を
操作すれば凹陥部入子が中子外側に突出し、両側板を閉
じ前部妻板を閉じれば後部妻板が前進し、緊締機構を締
付け、後部妻板側から連結孔成形部材を凹陥部入子を通
して前部妻板に挿通すれば、即打設可能となる、拡縮機
構・出没機構・緊締ボルト等の操作が全て単純な回動操
作で行えるため、簡単な空圧・電動工具でも操作でき、
凹陥部入子・中子等の脱着作業がないため、クレーン・
フォークリフト・脱着部品置き場等が不要になると共に
省力化が計れ、従来技術型枠で4人から5人の作業員が
約40分かかっていた、脱型から型枠の再組付迄の工程
を作業員2人で10分以内に完了することができ、定置
式または移動ライン方式いずれの生産ラインにおいて
も、作業の安全と時間短縮が計れ生産性が飛躍的に向上
する。
According to the first aspect of the present invention, when the underdrain block is released from the mold (when it is taken out of the form), the connecting hole forming member is pulled out, the tightening mechanism is loosened, and the front end plate is opened to interlock. The rear end plate retreats, at the same time, the positioning of each member is released, both side plates can be opened and the core can be contracted.If both side plates are opened and the retracting mechanism is operated, the recessed nest inserts into the core. Then, if the expansion / contraction mechanism is rotated in a predetermined direction, the core cross section is reduced, and if the underdrain block is pulled forward, the core moves in the direction with less resistance, leaving the core in the formwork. Immediate demolding is possible, and if the core expansion / contraction mechanism is rotated in the reverse direction during placing (concrete placement), the separating part of the upper and lower cores will be attached and sealed properly. When the size is restored and the retracting mechanism is operated, the recessed part insert protrudes to the outside of the core, closing both side plates and closing the front end plate. The rear gable plate moves forward, tightens the tightening mechanism, and if the connecting hole forming member is inserted from the rear gable plate side through the recessed part insert into the front gable plate, it is possible to place immediately, such as expansion / contraction mechanism, retracting mechanism, tightening bolt, etc. All operations can be performed by simple turning operation, so you can operate with simple pneumatic / power tools,
Since there is no work to insert or remove the recessed core and core,
A forklift and a detachable parts storage space are not required, and labor saving is achieved. It takes about 40 minutes for 4 to 5 workers with the conventional technology formwork. It can be completed within 10 minutes by two workers, and work safety and time can be reduced and productivity can be dramatically improved in both stationary and moving line production lines.

【0063】請求項2記載の型枠は、暗渠ブロックの脱
型時に、型枠から連結孔成形部材を引抜いた後、出没機
構を操作すれば突出していた凹陥部入子が側板内面から
引っ込み、緊締機構を緩めて前部妻板を開けば、前部妻
板に連動して後部妻板が後退すると同時に、前後妻板の
嵌合孔に嵌合していた両側板と中子の位置決めピンが抜
けて、両側板開きと中子の縮小が可能となり、拡縮機構
を所定方向に回転操作すれば、中子断面が縮小し、両側
板を開き暗渠ブロックを前方へ引き抜けば、中子が抵抗
の少ない方向に移動し、中子を型枠内に残したまま即脱
型可能となり、また、打設時に、中子に内設した拡縮機
構を逆回転すれば、上側中子が拡幅し始め、回転操作が
更に進行すれば下側中子が上側中子の拡幅に追動して拡
幅するとともに下降して、上側中子と下側中子の分離部
が当着し封着され、中子全体が縮小前の適正寸法に復帰
し、両側板に設けた出没機構を操作すれば凹陥部入子が
側板内面の内側に突出する、次に、両側板を閉じ前部妻
板を閉じれば後部妻板が前進し、緊締機構を締付け、後
部妻板側から連結孔成形部材を挿通し嵌合すれば、即打
設可能となる、請求項1の型枠と同様に拡縮機構・出没
機構・緊締ボルト等の操作が全て単純な回動操作で行え
るため、簡単な空圧・電動工具でも操作でき、凹陥部入
子・中子等の脱着作業がないため、クレーン・フォーク
リフト・脱着部品置き場等が不要になると共に省力化が
計れ、従来技術型枠で4人から5人の作業員が約40分
かかっていた、脱型から型枠の再組付迄の工程を作業員
2人で10分以内に完了することができ、定置式または
移動ライン方式いずれの生産ラインにおいても、作業の
安全と時間短縮が計れ生産性が飛躍的に向上する。
According to the second aspect of the present invention, when the underdrain block is released from the mold, after the connecting hole forming member is pulled out from the frame, the projecting recess mechanism allows the protruding recessed part recess to be retracted from the inner surface of the side plate. If you loosen the tightening mechanism and open the front gable plate, the rear gable plate retracts in conjunction with the front gable plate, and at the same time, the positioning pins of both side plates and the core that were fitted in the fitting holes of the front and rear gable plates come out, Both sides can be opened and the core can be reduced. Rotating the expansion / contraction mechanism in the specified direction reduces the cross section of the core. Opening both sides and pulling the underdrain block forward, the core has less resistance. It is possible to immediately remove the mold while leaving the core inside the mold frame.In addition, if the expansion / contraction mechanism installed in the core is rotated in the reverse direction at the time of placing, the upper core begins to widen and rotation operation is performed. If the lower core further advances, the lower core will follow the widening of the upper core and widen Then, the separating parts of the upper core and the lower core are attached and sealed, the entire core is restored to the proper size before reduction, and the recessed part nest is inserted by operating the retractable mechanism provided on both side plates. Project inside the side plate.Next, if both side plates are closed and the front end plate is closed, the rear end plate advances, the tightening mechanism is tightened, and the connecting hole forming member is inserted from the rear end plate side and fitted. Like the formwork of claim 1, which can be placed, all the operations of the expansion / contraction mechanism, the retracting mechanism, the tightening bolts, etc. can be performed by a simple turning operation, so that it can be operated by a simple pneumatic pressure / power tool, and the recessed portion can be operated. Since there is no need to remove or insert a child or core, there is no need for a crane, forklift, or a place for attaching / detaching parts, and labor is saved. It takes about 40 minutes for 4 to 5 workers with the conventional technology formwork. Also, the process from demolding to reassembling the formwork can be completed by two workers within 10 minutes. Can, even in stationary or mobile line method any production line, safety and time savings of work productivity Hakare is remarkably improved.

【0064】請求項求項3記載の連結孔形成部材を適用
すれば、脱型時に生産ラインの引抜装置により、連結孔
形成部材を軸線の大径方向に付勢すれば、離型性が顕著
なためコンクリート面が瞬間的に剥離し、該連結孔形成
部材を十秒以内で簡単に抜き取ることができ、PC棒鋼
用の貫通孔用のビニール管の装着・除去等の作業が不要
なため、暗渠ブロックの生産時間短縮と省力化を計るこ
とができ、連結孔形成部材の接触面の硬度が高いため磨
耗・損傷が少なく耐久性が向上する。
When the connecting hole forming member according to claim 3 is applied, if the connecting hole forming member is urged in the large diameter direction of the axis by the drawing device of the production line at the time of demolding, the releasability is remarkable. Therefore, the concrete surface peels off momentarily, the connecting hole forming member can be easily pulled out within 10 seconds, and the work such as mounting and removing the vinyl pipe for the through hole for the PC steel bar is unnecessary. The production time of the underdrain block can be shortened and labor can be saved, and since the contact surface of the connection hole forming member has high hardness, it is less worn and damaged, and the durability is improved.

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

【図1】は、請求項1に係る暗渠ブロック製造用型枠の
斜視図。
1 is a perspective view of a formwork for manufacturing an underdrain block according to claim 1. FIG.

【図2】は、PC棒鋼で連結する暗渠ブロックの斜視
図。
FIG. 2 is a perspective view of an underdrain block connected with a PC steel bar.

【図3】は、請求項1に係る暗渠ブロック製造用型枠の
正面図。
FIG. 3 is a front view of a formwork for producing an underdrain block according to claim 1.

【図4】は、前後部妻板の連動機構の説明図。FIG. 4 is an explanatory diagram of a front and rear end plate interlocking mechanism.

【図5】は、出没機構の斜視図。FIG. 5 is a perspective view of a retractable mechanism.

【図6】は、拡縮機構の第1実施例の正面図。FIG. 6 is a front view of the first embodiment of the expansion / contraction mechanism.

【図7】は、拡縮機構の第1実施例の平面図。FIG. 7 is a plan view of a first embodiment of the expansion / contraction mechanism.

【図8】は、拡縮機構の第2実施例の正面図。FIG. 8 is a front view of a second embodiment of the expansion / contraction mechanism.

【図9】は、拡縮機構の第2実施例の平面図。FIG. 9 is a plan view of a second embodiment of the expansion / contraction mechanism.

【図10】は、中子の動作説明図。FIG. 10 is an operation explanatory diagram of a core.

【図11】は、請求項2に係る暗渠ブロック製造用型枠
の斜視図。
FIG. 11 is a perspective view of a formwork for manufacturing an underdrain block according to claim 2;

【図12】は、請求項2に係る暗渠ブロック製造用型枠
の正面図。
FIG. 12 is a front view of a formwork for producing an underdrain block according to claim 2;

【図13】は、側板部の出没機構の説明図。FIG. 13 is an explanatory view of a retracting mechanism of a side plate portion.

【図14】は、中子の動作説明図。FIG. 14 is an operation explanatory diagram of a core.

【図15】は、請求項3に係る連結孔形成部材の斜視
図。
FIG. 15 is a perspective view of a connection hole forming member according to claim 3;

【図16】は、連結孔形成部材の説明図。FIG. 16 is an explanatory diagram of a connection hole forming member.

【図17】は、従来の暗渠ブロック製造用型枠の説明
図。
FIG. 17 is an explanatory diagram of a conventional underdrain block manufacturing formwork.

【図18】は、従来の暗渠ブロック製造用型枠の説明
図。
FIG. 18 is an explanatory view of a conventional underdrain block manufacturing formwork.

【図19】は、従来の暗渠ブロック製造用型枠の説明図
である。
FIG. 19 is an explanatory view of a conventional underdrain block manufacturing formwork.

【符号の説明】[Explanation of symbols]

50─台枠、60─前部妻板、70─後部妻板、75─
連動機構、77─連動手段、80─側板、90─緊締機
構、100─中子、110─上側中子、120─下側中
子、115─下側分離部、125─上側分離部、130
─支持枠、140─L型リンク、200─出没機構、2
50─凹陥部入子、300─拡縮機構、400─連結孔
形成部材、500─支持梁。
50-Underframe, 60-Front Gable, 70-Rear Gable, 75-
Interlocking mechanism, 77-interlocking means, 80-side plate, 90-tightening mechanism, 100-core, 110-upper core, 120-lower core, 115-lower separating part, 125-upper separating part, 130
─ Support frame, 140 ─ L-shaped link, 200 ─ Withdrawal mechanism, 2
50-recessed part insert, 300-expansion and contraction mechanism, 400-connection hole forming member, 500-support beam.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 開閉自在な前後妻板と両側板と中子を設
けた暗渠ブロック製造用型枠に於いて、 台枠に起倒自在に設けた前部妻板と、前後動可能に転支
した後部妻板間に連動手段を介在させて設け、該後部妻
板側から支持梁を水平に突設し、中子を封着可能な上側
中子と下側中子に分離して設け、該上側中子と下側中子
間をL型リンクで回動自在に連結し、上側中子の天井部
に支持枠を固着して前記支持梁を游嵌し、該支持枠下面
に基部を固着した拡縮機構を設け、該拡縮機構の出力端
を左右のL型リンク先端部に連結し、該中子4隅の穿設
孔内に出没機構を介して凹陥部入子を出没可能に設け、
丸棒状の連結孔形成部材を後部妻板と凹陥部入子と前部
妻板の挿通孔に挿脱自在に設けた、ことを特徴とする暗
渠ブロック製造用型枠。
1. A formwork for producing an underdrain block, which comprises openable and closable front and back grate plates, both side plates and a core, and a front gable plate which is erected up and down on an underframe and pivoted so as to be movable back and forth. The interlocking means is provided between the rear gable plates, the support beams are horizontally projected from the rear gable plate side, and the core is separately provided into an upper core and a lower core which can be sealed, and the upper middle Expansion and contraction in which a child and a lower core are rotatably connected by an L-shaped link, a support frame is fixed to a ceiling portion of an upper core, the support beam is press-fitted, and a base portion is fixed to a lower surface of the support frame. A mechanism is provided, the output ends of the expansion / contraction mechanism are connected to the left and right L-shaped link tips, and the recessed portion nests are provided in the bored holes at the four corners of the core through a retractable mechanism so that they can be retracted.
A form for producing an underdrain block, characterized in that a round bar-shaped connecting hole forming member is provided so as to be freely inserted into and removed from the insertion holes of the rear gable plate, the recessed part insert, and the front gable plate.
【請求項2】 開閉自在な前後妻板と両側板と中子を設
けた暗渠ブロック製造用型枠に於いて、 台枠に起倒自在に設けた前部妻板と、前後動可能に転支
した後部妻板間に連動手段を介在させて設け、該後部妻
板側から支持梁を水平に突設し、中子を封着可能な上側
中子と下側中子に分離して設け、該上側中子と下側中子
間をL型リンクで回動自在に連結し、上側中子の天井部
に支持枠を固着して前記支持梁を游嵌し、該支持枠下面
に基部を固着した拡縮機構を設け、該拡縮機構の出力端
を左右のL型リンク先端部に連結し、起倒自在に設けた
両側板の上部中央に凹陥部入子を固着し、下部中央の穿
設孔内に出没機構を介して凹陥部入子を出没可能に設
け、丸棒状の連結孔形成部材を後部妻板と凹陥部入子と
前部妻板の挿通孔に挿脱自在に設けた、ことを特徴とす
る暗渠ブロック製造用型枠。
2. In an underdrain block manufacturing form having openable and closable front and back grate plates, both side plates and a core, a front gable plate which is erected up and down on an underframe and rotatably pivoted back and forth. The interlocking means is provided between the rear gable plates, the support beams are horizontally projected from the rear gable plate side, and the core is separately provided into an upper core and a lower core which can be sealed, and the upper middle Expansion and contraction in which a child and a lower core are rotatably connected by an L-shaped link, a support frame is fixed to a ceiling portion of an upper core, the support beam is press-fitted, and a base portion is fixed to a lower surface of the support frame. A mechanism is provided, and the output ends of the expansion and contraction mechanism are connected to the left and right L-shaped link tips, and a recessed part nest is fixed to the upper center of both side plates that can be tilted up and down, inside the hole formed in the lower center. The recessed part inserter can be retracted through the retractable mechanism, and the round bar-shaped connecting hole forming member is provided in the insertion hole of the rear gable plate, the recessed part inserter, and the front gable plate so as to be removable. , Underdrain block manufacturing mold, characterized in that.
【請求項3】 丸棒状の連結孔形成部材が、硬質鍍金又
は硬質材の溶射を施した両端異径の硬質材である、こと
を特徴とする請求項1または請求項2記載の暗渠ブロッ
ク製造用型枠の中子装置。
3. The underdrain block manufacturing according to claim 1 or 2, wherein the round bar-shaped connecting hole forming member is a hard plating or a hard material sprayed with a hard material and having different diameters at both ends. Core device for molds.
JP30355893A 1993-11-09 1993-11-09 Formwork for culvert block production Expired - Fee Related JP3329914B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30355893A JP3329914B2 (en) 1993-11-09 1993-11-09 Formwork for culvert block production

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30355893A JP3329914B2 (en) 1993-11-09 1993-11-09 Formwork for culvert block production

Publications (2)

Publication Number Publication Date
JPH07133627A true JPH07133627A (en) 1995-05-23
JP3329914B2 JP3329914B2 (en) 2002-09-30

Family

ID=17922467

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30355893A Expired - Fee Related JP3329914B2 (en) 1993-11-09 1993-11-09 Formwork for culvert block production

Country Status (1)

Country Link
JP (1) JP3329914B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100312281B1 (en) * 1999-02-27 2001-11-03 권병무 Manufacture a method for four corners a water pipe
KR100884548B1 (en) * 2008-10-14 2009-02-19 대명콘텍 주식회사 Square waterway pipe mold apparatus
KR101464631B1 (en) * 2014-06-05 2014-11-24 주식회사 대산이엔씨 Tendon Anchoring cone and method for connecting culverts
KR101482450B1 (en) * 2013-11-08 2015-01-15 김정용 Manufacturing mold of side tube
JP2019131994A (en) * 2018-01-30 2019-08-08 松岡コンクリート工業株式会社 Side-ditch block
CN114960484A (en) * 2022-05-24 2022-08-30 中冶交通建设集团有限公司 Assembly type steel structure culvert assembling process

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100312281B1 (en) * 1999-02-27 2001-11-03 권병무 Manufacture a method for four corners a water pipe
KR100884548B1 (en) * 2008-10-14 2009-02-19 대명콘텍 주식회사 Square waterway pipe mold apparatus
KR101482450B1 (en) * 2013-11-08 2015-01-15 김정용 Manufacturing mold of side tube
KR101464631B1 (en) * 2014-06-05 2014-11-24 주식회사 대산이엔씨 Tendon Anchoring cone and method for connecting culverts
JP2019131994A (en) * 2018-01-30 2019-08-08 松岡コンクリート工業株式会社 Side-ditch block
CN114960484A (en) * 2022-05-24 2022-08-30 中冶交通建设集团有限公司 Assembly type steel structure culvert assembling process
CN114960484B (en) * 2022-05-24 2023-10-27 中冶交通建设集团有限公司 Assembling process for assembled steel structure culvert

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