JPS6345289Y2 - - Google Patents
Info
- Publication number
- JPS6345289Y2 JPS6345289Y2 JP15853984U JP15853984U JPS6345289Y2 JP S6345289 Y2 JPS6345289 Y2 JP S6345289Y2 JP 15853984 U JP15853984 U JP 15853984U JP 15853984 U JP15853984 U JP 15853984U JP S6345289 Y2 JPS6345289 Y2 JP S6345289Y2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- cores
- gutter
- underframe
- side plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 238000009415 formwork Methods 0.000 claims description 19
- 238000004519 manufacturing process Methods 0.000 claims description 7
- 125000006850 spacer group Chemical group 0.000 claims description 5
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 239000000470 constituent Substances 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000006096 absorbing agent Substances 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は側溝ブロツク製造用の型枠に関し、特
に水路巾、深さ、天端勾配、断面形状等を自在に
選定できる型枠に関する。[Detailed Description of the Invention] (Industrial Field of Application) The present invention relates to a formwork for manufacturing side gutter blocks, and more particularly to a formwork in which channel width, depth, top slope, cross-sectional shape, etc. can be freely selected.
(従来技術)
従来の側溝ブロツク製造用型枠は、水路巾、深
さ等によりその都度寸法通りの型枠を必要とし、
一例をU字形側溝にとれば、小は水路巾30cm、深
さ30cm〜大は巾、深さ共150cm位迄が最多製品で
あり、10cmきざみで十数種もあり、なお最近で
は、交通の発達と電気、ガス、水道等各種埋設工
事の悪条件下で該側溝の用地巾の制限も多く、水
路深さが巾より大きい深水路製品の要望もあり、
U字形の側溝および天端形状の違いによる、落蓋
型、半落蓋型、左右側壁厚違い、高さ違い、天端
に勾配の付いた製品等上記条件を満すためには
100種類以上の型枠を必要とした。(Prior art) Conventional formwork for manufacturing side gutter blocks requires formwork of the exact dimensions each time depending on the channel width, depth, etc.
Taking U-shaped gutters as an example, the most common products are small ones with a channel width of 30 cm and a depth of 30 cm, and large ones with a width and depth of about 150 cm. Due to the development and adverse conditions of various underground construction works such as electricity, gas, and water supply, there are many restrictions on the width of the ditch, and there is also a demand for deep channel products where the depth of the channel is larger than the width.
In order to meet the above conditions, products with different U-shaped gutter and top shapes, such as falling lid type, semi-dropping type, difference in thickness of left and right side walls, difference in height, and products with sloped top end, etc.
More than 100 types of formwork were required.
(考案が解決しようとする問題点)
前述の如く多種多様の型枠を必要とすること
は、該型枠が重量物(数100Kg〜数トン)である
ために交換移動時の困難と危険をともない、多品
種少量生産下において多大の設備投資と型枠の回
転率の低下、鋼製品であるために防錆の問題(型
枠内面が錆びるとコンクリート製品の美肌が損わ
れる)煩雑な在庫管理、広大な置場所の必要等多
くの欠点があつた。(Problems to be solved by the invention) As mentioned above, the need for a wide variety of formworks means that the formworks are heavy (several 100 kg to several tons), making it difficult and dangerous to move them. As a result, high-mix, low-volume production requires a large amount of capital investment, a decline in formwork turnover, and since the product is made of steel, there are problems with rust prevention (rust on the inside of the formwork will damage the beauty of the concrete product), and complicated inventory management. However, there were many drawbacks such as the need for a large space.
本考案は従来技術の上記欠点を除去し、数台の
型枠と成型ブロツクを交換することで、各種寸
法、形状の製造条件に対応できる側溝ブロツク製
造用型枠を提供することを目的とする。 The purpose of the present invention is to eliminate the above-mentioned drawbacks of the prior art and to provide a formwork for manufacturing gutter blocks that can accommodate manufacturing conditions of various sizes and shapes by replacing several formworks and forming blocks. .
(問題点を解決するための手段)
本考案は上記目的を達成するため、台枠に設け
た案内軌条に係合させた二つの中子を摺動自在に
立設し、該中子の両下端部に妻板を蝶着し、側板
移動基部に壁厚スペーサーを介して螺着した側板
軸支部材に側板を蝶着し、該側板基部を該台枠上
の該中子の外側に摺動自在に立設し、該両側板移
動基部の左螺子部、右螺子部に螺嵌する螺軸を該
台枠端部で軸支し、該両中子外側底部に昇降機構
を設けた天端部材を摺接自在に設け、相対する該
中子上面間に水路巾調整板を載置し、妻板調整板
を介して該両妻板を固着し、該両側板内面に設け
た凹陥部内に、側溝ブロツクの外側形状を形成す
る複数の任意形状の成型ブロツクを固着してなる
ことを特徴とする。(Means for Solving the Problems) In order to achieve the above object, the present invention has two cores that are slidably erected and engaged with guide rails provided on the underframe. The end plate is hinged to the lower end, the side plate is hinged to the side plate shaft supporting member screwed to the side plate moving base via a wall thickness spacer, and the side plate base is slid to the outside of the core on the underframe. A top end that can be freely erected and has screw shafts that are screwed into the left screw portion and the right screw portion of the movable base on both sides supported by the ends of the underframe, and a lifting mechanism is provided on the outer bottom of both cores. The members are provided in a slidable manner, a waterway width adjusting plate is placed between the opposing upper surfaces of the core, both end plates are fixed via the end plate adjusting plate, and a gutter is installed in the concave portion provided on the inner surface of both side plates. It is characterized by being formed by fixing a plurality of molded blocks of arbitrary shapes to form the outer shape of the block.
(作用)
上記構成によれば数台の型枠と成型ブロツクを
交換することにより、各種寸法、形状の側溝ブロ
ツクの製造条件に対応できる。(Function) According to the above configuration, by exchanging several molds and molding blocks, it is possible to meet the manufacturing conditions of gutter blocks of various sizes and shapes.
(実施例)
図中1は台枠2の上部に設けた該案内軌条で、
該案内軌条1には二つの中子3,3′を摺動自在
に係合させており、該中子3,3′を摺動させて
両者間の距離を調整することにより、製造すべき
側溝ブロツクの水路巾の変更ができるようになつ
ている。該中子3,3′間の上部には、最小水路
巾以外のときは水路巾調整板3Aを挿入して固着
し所要水路中寸法に対応する。4,4′は一対の
妻板で、該妻板4,4′の下端部は中子3,3′の
両下端部(図中正面下部と背面下部)に設けた蝶
板部分3a,3a′で開閉自在に蝶着されている。
各妻板4,4′はそれぞれ一対の妻板構成部材間
に適応寸法の妻板調整板4Aを固着し該妻板構成
部材を一体化することによつて構成される。中子
3,3′の外側底部のL形平面部には昇降機構1
0または嵩上げブロツク(数ブロツクに分けて積
み上げ固着する)を介して天端部材3Bを枢着
し、該昇降機構10を差動的に調整して天端部材
3Bに勾配を付けることも可能であり、天端部材
3Bの上に特殊形状の成型ブロツク12aを載置
してコンクリート製品の天端(一番上部のこと)
を種々変化させることもできる。(Example) 1 in the figure is the guide rail provided on the upper part of the underframe 2,
Two cores 3, 3' are slidably engaged with the guide rail 1, and the distance between them is adjusted by sliding the cores 3, 3'. It is now possible to change the channel width of the gutter block. When the channel width is other than the minimum channel width, a channel width adjustment plate 3A is inserted and fixed in the upper part between the cores 3 and 3' to correspond to the required channel width. 4, 4' are a pair of end plates, and the lower ends of the end plates 4, 4' are butterfly plate parts 3a, 3a' provided at both lower ends (lower front and lower back in the figure) of the cores 3, 3'. It is hinged so that it can be opened and closed.
Each end plate 4, 4' is constructed by fixing an end plate adjusting plate 4A of an appropriate size between a pair of end plate constituent members and integrating the end plate constituent members. There is a lifting mechanism 1 on the L-shaped flat surface of the outer bottom of the cores 3 and 3'.
It is also possible to pivot the top member 3B through a 0 or raised block (stacked and fixed in several blocks) and differentially adjust the lifting mechanism 10 to give a slope to the top member 3B. Yes, a specially shaped molded block 12a is placed on top of the top member 3B to form the top (top) of the concrete product.
can also be changed in various ways.
該中子3,3′外側の該案内軌条1上にはそれ
ぞれ側板基部5,5′を摺動可能に挿入し、該側
板基部5,5′に壁厚スペーサー6,6′を介して
側板軸支部材7,7′をボルト7a,7′aで螺着
し、該軸支部材7,7′に側板8,8′を蝶着し、
右螺子9a、左螺子9bを螺刻した螺軸9を該側
板基部5,5′下部に螺嵌させ螺軸9端部を該台
枠2に回動自在に軸支する。 Side plate bases 5, 5' are slidably inserted onto the guide rails 1 on the outside of the cores 3, 3', respectively, and the side plates are inserted into the side plate bases 5, 5' via wall thickness spacers 6, 6'. Screw the shaft support members 7, 7' with bolts 7a, 7'a, hinge the side plates 8, 8' to the shaft support members 7, 7',
A screw shaft 9 with a right-hand screw 9a and a left-hand screw 9b is screwed into the lower part of the side plate bases 5 and 5', and the end of the screw shaft 9 is rotatably supported on the underframe 2.
該側板8,8′には凹陥部11,11′を設け
て、該凹陥部11,11′内に複数の成型ブロツ
ク12a,12b,12cを組合せて挿入、前記
側板8,8′に設けた挿通孔を通して該側板8,
8′の外側より螺着し該製品Uの外側面形状の型
を形成させる。該側板8,8′上部の成型縁部8
a,8a′は該製品Uの底部厚さの調整および形状
形成のためのものであり、必要な場合は各妻板
4,4′および妻板調整板4A上面にも同様のも
のを載置する。 The side plates 8, 8' are provided with concave portions 11, 11', and a plurality of molded blocks 12a, 12b, 12c are inserted in combination into the concave portions 11, 11', and provided in the side plates 8, 8'. Through the insertion hole, the side plate 8,
8' from the outside to form a mold having the shape of the outer surface of the product U. Molded edge 8 at the top of the side plates 8, 8'
a and 8a' are for adjusting the bottom thickness and forming the shape of the product U, and if necessary, similar devices are placed on the upper surface of each end plate 4, 4' and the end plate adjusting plate 4A.
前記中子3,3′並びに水路巾調整板3Aは、
脱型時に脱型を容易にするためそれぞれ内側へ移
動できる機構になつている。これを第4図及び第
5図を用いて詳述する。すなわち、中子3,3′
は内側下部を支持部に蝶着されると共に、長手方
向内端側上部をターンバツクル13で架橋されて
いる。したがつて、該ターンバツクル13を所定
方向へ回動することによつて、中子3,3′は上
部が互いに内側へ傾く如くなる。水路巾調整板3
Aは、その幅方向の一端側に設けたフツク3
A′を中子3′の内側上部に設けた係合杆3′aに
係合させると共に傾斜した他端側を中子3の内側
上部に設けたカム部材14で支持させている、す
なわち、カム部材14の最大半径側を上方へ移動
させたときは、水路巾調整板3Aの他端側を中子
3の内側端縁に緊密に当接でき、カム部材14の
最大半径側を側方へ移動させたときは水路巾調整
板3Aが二点鎖線で示す如く下側へ傾斜する。
3′bは中子3,3′が最大接近状態となつたと
き、カム部材14の軸14aが嵌合する切欠部で
ある。また、中子3,3′の内側への傾斜手段と
しては、中子3,3′の下部に弾性体を設け、こ
れを屈曲させるようにしてもよい。 The cores 3, 3' and the waterway width adjusting plate 3A are
It has a mechanism that allows each to be moved inward to facilitate demolding. This will be explained in detail using FIGS. 4 and 5. That is, core 3, 3'
is hinged to the support part at the inner lower part, and is bridged by a turnbuckle 13 at the upper part on the inner end side in the longitudinal direction. Therefore, by rotating the turnbuckle 13 in a predetermined direction, the upper portions of the cores 3, 3' are inclined inwardly toward each other. Channel width adjustment plate 3
A is a hook 3 provided on one end side in the width direction.
A' is engaged with an engaging rod 3'a provided on the inner upper part of the core 3', and the other inclined end side is supported by a cam member 14 provided on the inner upper part of the core 3, that is, When the maximum radius side of the cam member 14 is moved upward, the other end side of the channel width adjusting plate 3A can be brought into close contact with the inner edge of the core 3, and the maximum radius side of the cam member 14 is moved upward. When moved to , the channel width adjusting plate 3A tilts downward as shown by the two-dot chain line.
3'b is a notch into which the shaft 14a of the cam member 14 is fitted when the cores 3, 3' are in the maximum approach state. Further, as a means for inwardly inclining the cores 3, 3', an elastic body may be provided at the lower part of the cores 3, 3' and bent.
なお、15は既知の各妻板4,4′の締付けボ
ルト機構で、型枠の組付けに際して該型枠の剛性
を高め寸法精度を保持するためのものである。1
6は妻板4,4′に対する側板8,8′の位置決め
機構で、製造する側溝ブロツクの側面壁厚を決定
するため、前記壁厚スペーサー6,6′の厚さに
対応して前記中子3,3′と側板8,8′との間隔
を保持する。該位置決め機構16は第6図に示す
如く側板8,8′側に設けた位置決めノツクピン
が貫通する横長長方形状の貫通孔4aを各妻板
4,4′に設けると共に、中央に前記位置決めノ
ツクピンが貫挿する中央孔16aを、その両側に
ボルト16bの先端部が挿通する横長長方形状の
挿通孔16cを設けた横長長方形状の移動板1
6′を前記ボルト16bを介して各妻板4,4′の
ネジ孔4bに螺着してなる。なお、16dは移動
板16′の内面側に設けた突起、4cは各妻板4,
4′の対向面に設けた複数の凹部で、突起16d
を凹部4cのいずれかに嵌合させることによつ
て、移動板16′の移動位置を決める如くなつて
いる。また、17は既知のシヨツクアブソーバで
ある。 Reference numeral 15 denotes a known tightening bolt mechanism for each end plate 4, 4', which is used to increase the rigidity of the formwork and maintain dimensional accuracy when the formwork is assembled. 1
6 is a mechanism for positioning the side plates 8, 8' with respect to the end plates 4, 4', and in order to determine the side wall thickness of the side gutter block to be manufactured, the core 3 is positioned in accordance with the thickness of the wall thickness spacers 6, 6'. , 3' and the side plates 8, 8'. As shown in FIG. 6, the positioning mechanism 16 is provided with a horizontally long rectangular through hole 4a in each end plate 4, 4', through which the positioning knob pin provided on the side plates 8, 8' passes, and a through hole 4a through which the positioning knob pin provided on the side plates 8, 8' passes. A horizontally long rectangular moving plate 1 having a central hole 16a for insertion, and horizontally long rectangular insertion holes 16c on both sides of which the tip of a bolt 16b is inserted.
6' is screwed into the screw hole 4b of each end plate 4, 4' via the bolt 16b. In addition, 16d is a protrusion provided on the inner surface side of the movable plate 16', 4c is each end plate 4,
A plurality of recesses provided on the opposing surface of the projection 16d
The moving position of the movable plate 16' is determined by fitting the movable plate 16' into one of the recesses 4c. Further, 17 is a known shock absorber.
上記の如く構成された型枠は、螺軸9の回動に
より側板8,8′を移動させると共に中子3,
3′を移動させることにより製品Uの水路巾を調
整し、また昇降機構10の作動によつて天端部材
3Bを移動させることにより、製品Uの深さ、天
端勾配等を調整し、該水路巾調整板3A、妻板調
整板4Aを装着し所要形状の成形ブロツク12
a,12b,12c等を該凹陥部11,11′に
固着し、該妻板4,4′を閉じて該製品Uにコン
クリートを打設する空間を形成させ、さらに締付
けボルト機構15を締め付けて側溝用の型枠とし
て用いるものである。また製品Uの養生後(一例
数時間60〜70℃位の常圧の蒸気室に入れて型枠か
ら取り出すための初期強度を早く出させること)
脱型のときは、先ず、該妻板4,4′の締付けボ
ルト機構15を解除し、該妻板4,4′を開き、
該側板8,8′を両側に開き、該製品Uを真空パ
ツト等にて吸着して外部に搬出し、コンクリート
打設の一サイクルを終る。 In the formwork constructed as described above, the side plates 8, 8' are moved by the rotation of the screw shaft 9, and the core 3,
3' to adjust the channel width of the product U, and by moving the top member 3B by operating the lifting mechanism 10, the depth, top slope, etc. of the product U can be adjusted. The waterway width adjustment plate 3A and the end plate adjustment plate 4A are attached to form the block 12 into the desired shape.
a, 12b, 12c, etc. are fixed to the concave portions 11, 11', the end plates 4, 4' are closed to form a space for pouring concrete into the product U, and the tightening bolt mechanism 15 is further tightened to close the gutter. It is used as a formwork for. Also, after curing product U (for example, put it in a steam chamber at normal pressure at 60 to 70℃ for several hours to quickly develop the initial strength to take it out from the mold)
When demolding, first release the tightening bolt mechanism 15 of the end plates 4, 4', open the end plates 4, 4',
The side plates 8, 8' are opened on both sides, and the product U is adsorbed with a vacuum pad or the like and carried outside, completing one cycle of concrete pouring.
第7図a乃至fは本考案で製作可能な側溝Uの
形状の一部を示す。aはU字形側溝、bは側壁高
さ違いの側溝、cは天端勾配付側溝、dは落蓋型
側溝、eは半落蓋型側溝、fは深水路の落蓋型側
溝である。 Figures 7a to 7f show some of the shapes of the side gutter U that can be manufactured with the present invention. a is a U-shaped gutter, b is a gutter with different sidewall heights, c is a gutter with a sloped top, d is a drop-top type gutter, e is a semi-drop-top type gutter, and f is a deep-water drop-cover type gutter.
(効果)
以上説明した如く本考案によれば、台枠に設け
た案内軌条に係合させた二つの中子を摺動自在に
立設し、該中子の両下端部に妻板を蝶着し、側板
移動基部に壁厚スペーサーを介して螺着した側板
軸支部材に側板を蝶着し、該側板基部を該台枠上
の該中子の外側に摺動自在に立設し、該両側板移
動基部の左螺子部、右螺子部に螺嵌する螺軸を該
台枠端部で軸支し、該両中子外側底部に昇降機構
を設けた天端部材を摺接自在に設け、相対する該
中子上面間に水路巾調整板を載置し、妻板調整板
を介して該両妻板を固着し、該両側板内面に設け
た凹陥部内に、側溝ブロツクの外側形状を形成す
る複数の任意形状の成型ブロツクを固着してなる
ので、側板、天端部材等を調整することにより、
水路巾、深さ、天端勾配、断面形状等を自在に選
定できる側溝用自在型枠を安価に提供できる利点
がある。(Effects) As explained above, according to the present invention, two cores are slidably erected and engaged with guide rails provided on the underframe, and end plates are hinged to both lower ends of the cores. The side plate is hinged to the side plate shaft supporting member screwed to the side plate movable base via a wall thickness spacer, and the side plate base is slidably erected on the outside of the core on the underframe. Screw shafts that are screwed into the left and right screw portions of the moving bases on both sides are pivotally supported by the ends of the underframe, and a top member with a lifting mechanism is provided on the outer bottom of both cores so as to be able to freely slide into contact with the screw shafts. , placing a channel width adjusting plate between the opposing top surfaces of the core, fixing both end plates through the end plate adjusting plate, and forming the outer shape of the gutter block in the recesses provided on the inner surfaces of the both side plates. Since it is made by fixing multiple molded blocks of arbitrary shapes, by adjusting the side plates, top end members, etc.
There is an advantage that a flexible formwork for a side gutter can be provided at a low cost, allowing the width, depth, top slope, cross-sectional shape, etc. of the channel to be freely selected.
図面は本考案の実施例を示すもので、第1図は
本考案に係る型枠の一部切欠き全体斜視図、第2
図は側板移動機構部の要部分解斜視図、第3図は
型枠の要部を断面した一部省略正面図、第4図は
中子全体の一部省略斜視図、第5図は水路巾調整
板の作動説明図、第6図は位置決め機構の要部の
分解斜視図、第7図a乃至fは製品の説明図であ
る。
1……案内軌条、2……台枠、3,3′……中
子、4,4′……妻板、8,8′……側板。
The drawings show an embodiment of the present invention, and FIG. 1 is a partially cutaway overall perspective view of the formwork according to the present invention, and FIG.
The figure is an exploded perspective view of the main part of the side plate moving mechanism, Fig. 3 is a partially omitted front view of the main part of the formwork, Fig. 4 is a partially omitted perspective view of the entire core, and Fig. 5 is a water channel. FIG. 6 is an exploded perspective view of the main parts of the positioning mechanism, and FIGS. 7a to 7f are explanatory views of the product. 1... Guide rail, 2... Underframe, 3, 3'... Core, 4, 4'... End plate, 8, 8'... Side plate.
Claims (1)
を摺動自在に立設し、該中子の両下端部に妻板を
蝶着し、側板移動基部に壁厚スペーサーを介して
螺着した側板軸支部材に側板を蝶着し、該側板基
部を該台枠上の該中子の外側に摺動自在に立設
し、該両側板移動基部の左螺子部、右螺子部に螺
嵌する螺軸を該台枠端部で軸支し、該両中子外側
底部に昇降機構を設けた天端部材を摺接自在に設
け、相対する該中子上面間に水路巾調整板を載置
し、妻板調整板を介して該両妻板を固着し、該両
側板内面に設けた凹陥部内に、側溝ブロツクの外
側形状を形成する複数の任意形状の成型ブロツク
を固着してなる側溝ブロツク製造用型枠。 Two cores engaged with guide rails provided on the underframe are slidably installed, end plates are hinged to both lower ends of the cores, and screws are attached to the movable base of the side plates via wall thickness spacers. The side plate is hinged to the attached side plate shaft supporting member, the side plate base is slidably erected on the outside of the core on the underframe, and the left screw part and the right screw part of the both side plate movable base are A screw shaft to be screwed is supported at the end of the underframe, a top member with a lifting mechanism is provided on the outer bottom of both cores so as to be slidable therein, and a waterway width adjustment plate is provided between the opposing upper surfaces of the cores. A side gutter is constructed by placing a gutter, fixing both end plates through an end plate adjustment plate, and fixing a plurality of molded blocks of arbitrary shapes to form the outer shape of the gutter block in the recesses provided on the inner surfaces of the both side plates. Formwork for manufacturing blocks.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15853984U JPS6345289Y2 (en) | 1984-10-20 | 1984-10-20 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15853984U JPS6345289Y2 (en) | 1984-10-20 | 1984-10-20 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6174407U JPS6174407U (en) | 1986-05-20 |
JPS6345289Y2 true JPS6345289Y2 (en) | 1988-11-24 |
Family
ID=30716517
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15853984U Expired JPS6345289Y2 (en) | 1984-10-20 | 1984-10-20 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6345289Y2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2515642Y2 (en) * | 1989-10-04 | 1996-10-30 | 株式会社テクノクリート | Side groove formwork with variable top slope, depth and wall thickness |
JP2007196546A (en) * | 2006-01-27 | 2007-08-09 | Sato Kogyosho:Kk | Molding form for concrete product |
JP2017133203A (en) * | 2016-01-26 | 2017-08-03 | 日本資材研究所合同会社 | Concrete block for retaining wall and concrete block manufacturing framework for retaining wall |
-
1984
- 1984-10-20 JP JP15853984U patent/JPS6345289Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS6174407U (en) | 1986-05-20 |
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