JPS5935367Y2 - Concrete block gutter formwork - Google Patents

Concrete block gutter formwork

Info

Publication number
JPS5935367Y2
JPS5935367Y2 JP1216480U JP1216480U JPS5935367Y2 JP S5935367 Y2 JPS5935367 Y2 JP S5935367Y2 JP 1216480 U JP1216480 U JP 1216480U JP 1216480 U JP1216480 U JP 1216480U JP S5935367 Y2 JPS5935367 Y2 JP S5935367Y2
Authority
JP
Japan
Prior art keywords
gutter
formwork
concrete block
attached
same inner
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
Application number
JP1216480U
Other languages
Japanese (ja)
Other versions
JPS56114235U (en
Inventor
功 尾形
Original Assignee
東北石材ブロツク株式会社
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 東北石材ブロツク株式会社 filed Critical 東北石材ブロツク株式会社
Priority to JP1216480U priority Critical patent/JPS5935367Y2/en
Publication of JPS56114235U publication Critical patent/JPS56114235U/ja
Application granted granted Critical
Publication of JPS5935367Y2 publication Critical patent/JPS5935367Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 この考案はコンクリートブロック側溝の型枠にかかわる
[Detailed description of the invention] This invention relates to formwork for concrete block gutters.

コンクリートブロック側溝(以下、側溝という)により
構築される排水路は、一般に同一寸法形状の側溝が使用
される。
Drainage channels constructed using concrete block gutters (hereinafter referred to as gutters) generally have the same size and shape.

その排水路に於いて現場の状況により一部の側溝を異形
にする必要がある。
Depending on the site conditions, some of the side ditches in the drainage channel will need to be shaped differently.

例えば、排水路が交叉する地点で一方の排水路を他方の
排水路上に通す場合、上方の一方の排水路の側溝は下方
の他方の排水路の側溝に垂せ渡すことになるので強度上
から低部を厚くする必要がある。
For example, when one drainage canal is passed over the other at a point where the drainage canals intersect, the gutter of one drainage canal at the top will be suspended over the gutter of the other drainage canal at the bottom, so there is a need for strength. The bottom part needs to be thicker.

したがって、その地点の側溝のみが異形となり、側溝の
工場生産に於いて多量の同形側溝の生産に1〜数個の異
形側溝の生産を加えることは経済的にマイナスとなる。
Therefore, only the gutter at that point has an irregular shape, and in the factory production of gutter, it is economically disadvantageous to add the production of one to several irregularly shaped gutter to the production of a large number of gutter of the same shape.

そこでこの考案は断面上の内周の寸法形状を同一として
いる排水路の型枠に於いて外壁及び肉厚を自在に変えて
異形の側溝を形成できるように内型枠に対して外型枠を
配することにより、前記マイナス面を解決しようとする すなわち、第4図のU字型の側溝aに対して第5図の側
溝すは内周壁1の形状寸法は全く同一であるが外周壁2
に相違があり、第6図の側溝Cは同じく一側壁3が厚く
、第7図の側溝aは同じく低部4が厚く、第9図の側溝
fは同じく一側壁に踏み盤5が張り出し設けられるよう
に、側溝aを主とする排水路の一部に側溝す、 c、
d、 fが採用される場合は、同一の内型枠に異
形の外形枠を交換し又は移動自在とすることにより前記
目的が遠戚される。
Therefore, this idea was developed so that the outer wall and wall thickness of the drain channel formwork, which has the same inner periphery dimensions and shape in cross section, can be freely changed to form an irregularly shaped gutter. In other words, the shape and dimensions of the inner circumferential wall 1 in the U-shaped gutter a in FIG. 5 are exactly the same as in the U-shaped gutter a in FIG. 2
There are differences in the gutter C in Fig. 6, which has a thicker side wall 3, the gutter a in Fig. 7, which has a thicker lower part 4, and the gutter f in Fig. 9, which has a step board 5 protruding from one side wall. Install side ditches in a part of the drainage canal, mainly ditch a, so that
When d and f are adopted, the above objective can be achieved by replacing the irregularly shaped outer frame with the same inner frame or by making it movable.

この考案の型枠の内、逆U字形状長手の内型枠6は、第
1〜3図に示すように底面両側方ではアングル板を組み
合わせた縦枠7と縦棒7間の横枠8に固着した持されて
いる。
Among the formworks of this invention, the inverted U-shaped longitudinal inner formwork 6 has horizontal frames 8 between vertical frames 7 and vertical bars 7, which are made of angle plates, on both sides of the bottom, as shown in Figures 1 to 3. It is held firmly.

両縦枠7の外側面の前後には外型枠の支持台9が上面を
水平にして突設されている。
At the front and back of the outer surfaces of both vertical frames 7, support stands 9 for outer form frames are provided projecting with their upper surfaces horizontal.

外型枠10は底面にアングル板の底枠11に支持台9に
接して軸受は台12を垂設し、軸受は台12に挿した軸
13を支持台9にその突設方向に沿って設けた長孔14
に軸止めし、外型枠10を長孔14によって摺動した際
に外型枠10の内側(内型枠6に面する側)下部面が縦
枠7に接しないで第3図のように離れた場合には内外型
枠6,10の内側下部面間の幅で型枠の長さの幅板15
を嵌め込み、内外型枠6,10の前後の端面には妻枠板
16が嵌合されるようにしている。
The outer formwork 10 has a bottom frame 11 of an angle plate on the bottom surface, and a bearing stand 12 is installed vertically in contact with the support stand 9, and the bearing has a shaft 13 inserted into the stand 12, and the shaft 13 is inserted into the support stand 9 along the protruding direction. Long hole 14 provided
When the outer formwork 10 is slid through the elongated hole 14, the lower surface of the inner side (the side facing the inner formwork 6) of the outer formwork 10 does not come into contact with the vertical frame 7, as shown in Fig. 3. If they are separated from each other, the width plate 15 is the width between the inner lower surfaces of the inner and outer formworks 6 and 10 and the length of the formwork.
are fitted, and end frame plates 16 are fitted to the front and rear end surfaces of the inner and outer formworks 6, 10.

この嵌合は一般の手段に順じて執られている。This fitting is achieved according to common means.

外型枠10の内側面は第8図の側溝eでは一側壁3を階
段上とし、第10図の側溝gに対し第11.12図の側
溝り、 iは一側壁3を厚く、第13.14.15図
の側溝j、に、lは一側壁3を図示のように高く変形さ
せ、第16.17図の側溝m、nでは外型枠10は内型
枠6の一側方のみに使用し、第18.19.20図の側
溝0+ptq及び第21、22図の側溝r、sは図示の
ように変化した外型枠10を使用する。
The inner surface of the outer formwork 10 has one side wall 3 on a step in the side gutter e in FIG. 8, a side groove g in FIG. .14.15 In the side grooves j and l, one side wall 3 is deformed high as shown, and in the side grooves m and n in figure 16.17, the outer formwork 10 is only on one side of the inner formwork 6. For the side gutter 0+ptq in Figures 18, 19, and 20 and the side grooves r and s in Figures 21 and 22, the outer formwork 10 modified as shown is used.

上記外型枠10によると、外型枠1oは軸13をもって
長孔14に沿い内型枠6との間隔が自在となり、それに
よって側溝側壁の厚さを選択できる。
According to the above-mentioned outer formwork 10, the outer formwork 1o can be freely spaced from the inner formwork 6 along the long hole 14 with the shaft 13, and thereby the thickness of the side wall of the gutter can be selected.

更に軸13を支点として外側方へ回動できるので側溝e
Furthermore, since it can be rotated outward using the shaft 13 as a fulcrum, the side groove e
.

k、r、Sのような外側面を横取させることができる。The outer surfaces such as k, r, and s can be preempted.

更に又、外型枠10の種類を換えることにより同一内周
形状で外側面の変わった側溝を製作できる効果がある。
Furthermore, by changing the type of outer formwork 10, it is possible to manufacture side gutters with the same inner peripheral shape but different outer surfaces.

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

第1図はこの考案の型枠の正面図、第2図は同上の側面
図、第3図は第1図の部分図、第4図以下はこの考案の
型枠による側溝を示し、第4図から第9図までは同じ内
型枠による側溝例を示し第4図は側溝a、第5図は側溝
b、第6図は側溝C1第7図は側溝d、第8図は側溝e
第9図は側溝fの各端面図、第10図から第12図まで
は同じ内型枠による側溝例を示し第10は側溝g、第1
1は側溝h、第12図は側溝iの各端面図7、第13図
から第15図までは同じ内型枠による側溝例を示し第1
3図は側溝j第14図は側溝k、第15図は側溝Iの各
斜視図、第16図から第20図までは同じ内型枠による
側溝例を示し第16図は側溝m、第17図は側溝n、第
18図は側溝。 、第19図は側溝p、第20図は側溝qの各端面図、第
21.22図は同じ内型例をよる側溝例を示し第21図
は側溝、の、第22図は側溝Sの各斜視図。 図中、1は内周壁、2は外周壁、3は側壁、4は底盤、
5は踏み盤、6は内型枠、7は縦枠8、横枠、9は支持
台、10は外型枠、11は底枠、12は軸受は台、13
は軸、14は長孔、15は幅板、16は妻枠板。
Fig. 1 is a front view of the formwork of this invention, Fig. 2 is a side view of the same as above, Fig. 3 is a partial view of Fig. 1, and Figs. Figures 9 to 9 show gutter examples using the same inner form, and Fig. 4 shows gutter a, Fig. 5 gutter b, Fig. 6 gutter C1, Fig. 7 gutter d, and Fig. 8 gutter e.
Fig. 9 is an end view of the side gutter f, and Figs. 10 to 12 show examples of the gutter using the same inner formwork.
1 is a gutter h, FIG. 12 is an end view 7 of a gutter i, and FIGS. 13 to 15 show examples of gutter using the same inner formwork.
Figure 3 is a side gutter j, Figure 14 is a side gutter k, and Figure 15 is a perspective view of a side gutter I. Figures 16 to 20 show examples of a side gutter using the same inner formwork, and Figure 16 is a side gutter m, a side gutter 17. The figure shows the side gutter n, and Figure 18 shows the side gutter. , Fig. 19 is an end view of the gutter P, Fig. 20 is an end view of the gutter q, Figs. 21 and 22 are examples of the gutter using the same inner mold, Fig. 21 is the gutter, and Fig. 22 is the gutter S. Each perspective view. In the figure, 1 is the inner peripheral wall, 2 is the outer peripheral wall, 3 is the side wall, 4 is the bottom plate,
5 is a footboard, 6 is an inner form, 7 is a vertical frame 8, a horizontal frame, 9 is a support stand, 10 is an outer form, 11 is a bottom frame, 12 is a bearing stand, 13
is the shaft, 14 is the long hole, 15 is the width board, and 16 is the end frame board.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 内型枠6を取り着けた台枠の両側面に水平に突設した支
持台9に、外型枠10の底面に取り着けた軸受は台12
の軸13を、支持台9にその突設方向に設けた長孔14
によって摺動及び回動自在に固着することにより、同一
内型枠6に対して各種の外型枠10を接離自在に対設で
きるようにしたコンクリートブロック側溝の型枠。
The bearings attached to the bottom surface of the outer formwork 10 are attached to the support stands 9 that project horizontally on both sides of the underframe to which the inner formwork 6 is attached, and the support stands 12
The shaft 13 is formed in the long hole 14 provided in the support base 9 in the protruding direction.
A formwork for a concrete block side gutter in which various outer formworks 10 can be installed in opposition to the same inner formwork 6 so as to be able to move toward and away from the same inner formwork 6 by being fixed so as to be slidable and rotatable.
JP1216480U 1980-02-01 1980-02-01 Concrete block gutter formwork Expired JPS5935367Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1216480U JPS5935367Y2 (en) 1980-02-01 1980-02-01 Concrete block gutter formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1216480U JPS5935367Y2 (en) 1980-02-01 1980-02-01 Concrete block gutter formwork

Publications (2)

Publication Number Publication Date
JPS56114235U JPS56114235U (en) 1981-09-02
JPS5935367Y2 true JPS5935367Y2 (en) 1984-09-29

Family

ID=29608749

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1216480U Expired JPS5935367Y2 (en) 1980-02-01 1980-02-01 Concrete block gutter formwork

Country Status (1)

Country Link
JP (1) JPS5935367Y2 (en)

Also Published As

Publication number Publication date
JPS56114235U (en) 1981-09-02

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