JPS63410Y2 - - Google Patents

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Publication number
JPS63410Y2
JPS63410Y2 JP16884982U JP16884982U JPS63410Y2 JP S63410 Y2 JPS63410 Y2 JP S63410Y2 JP 16884982 U JP16884982 U JP 16884982U JP 16884982 U JP16884982 U JP 16884982U JP S63410 Y2 JPS63410 Y2 JP S63410Y2
Authority
JP
Japan
Prior art keywords
formwork
bottom plate
bearing pressure
pressure pieces
members
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
JP16884982U
Other languages
Japanese (ja)
Other versions
JPS5971703U (en
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 filed Critical
Priority to JP16884982U priority Critical patent/JPS5971703U/en
Publication of JPS5971703U publication Critical patent/JPS5971703U/en
Application granted granted Critical
Publication of JPS63410Y2 publication Critical patent/JPS63410Y2/ja
Granted legal-status Critical Current

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  • Sampling And Sample Adjustment (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Description

【考案の詳細な説明】 本考案は、コンクリート成形用型枠に関する。
さらに詳しくは、組立および脱型作業の容易なコ
ンクリート成形用型枠に関する。
[Detailed Description of the Invention] The present invention relates to a formwork for forming concrete.
More specifically, the present invention relates to a formwork for concrete forming that is easy to assemble and demold.

従来のコンクリート成形用型枠は、例えば第1
図に示すように、2つ割りにした型枠部材a,b
と1個の底板Cとからなる。その結合に際して
は、型枠部材a,bに設けた上部フランジa′,
b′とを互いに蝶ナツト付きのボルトdで締め、ま
た型枠部材a,bと底板cとは、型枠部材a,b
に設けた下部フランジa″,b″と底板cに設けたフ
ランジc′とを蝶ナツト付きボルトd′で締めて両者
の緊結を行なつていた。
Conventional formwork for concrete forming, for example,
As shown in the figure, formwork members a and b are divided into two parts.
and one bottom plate C. When joining, the upper flanges a' and
b' are fastened together with bolts d with wing nuts, and the formwork members a, b and the bottom plate c are
The lower flanges a'', b'' provided on the bottom plate c' and the flange c' provided on the bottom plate c were tightened with bolts d' with wing nuts to fasten them together.

しかし、このようにして型枠を組立てるために
は、少なくとも4本以上のボルトを均等なトルク
で締付ける必要がある。また、これを解体するに
あたつては、各ボルトをそれぞれゆるめてフラン
ジから外す必要がある。従つて、その組立および
脱型作業に多くの時間と手間を必要とした。
However, in order to assemble the formwork in this way, it is necessary to tighten at least four bolts with equal torque. Also, when disassembling this, it is necessary to loosen each bolt and remove it from the flange. Therefore, much time and effort was required for assembly and demolding operations.

本考案は、上記欠点を解消し、組立および脱型
作業の容易なコンクリート成形用型枠を提供する
もので、その要旨は、複数割りにした型枠部材と
底板とを有し、型枠部材の互いに接合される部位
に隣接して、傾斜上面を有する一対の支圧片を型
枠部材の接合時に対向するように突設し、上記一
対の支圧片に対応して、複数のボルト杆を底板の
基部に枢着し、該ボルト杆の上部に上記一対の支
圧片の傾斜上面と係合する下面傾斜凹部を有する
押え部材と、該押え部材を締付けるためのナツト
を設けてなるコンクリート成形用型枠にある。
The present invention solves the above-mentioned drawbacks and provides a formwork for concrete molding that is easy to assemble and demold. A pair of bearing pressure pieces having sloped upper surfaces are provided protrudingly adjacent to the parts to be joined to each other so as to face each other when joining the formwork members, and a plurality of bolt rods are provided in correspondence with the pair of bearing pressure pieces. is pivotally attached to the base of the bottom plate, a holding member having a lower inclined recess that engages with the inclined upper surface of the pair of bearing pressure pieces at the upper part of the bolt rod, and a nut for tightening the holding member. In the formwork for molding.

図面に示すものは、その実施例であつて、これ
は、2つ割りにした型枠部材1,2と、底板3と
を備え、型枠部材1,2の互いに接合される部位
に隣接して、接合時に対向するように一対の支圧
片4,5を突設し、底板3に上記支圧片4,5に
対応して、2本のボルト杆6,7をその基部8,
9において枢着し、該ボルト杆6,7の上部に上
記支圧片4,5に係合させるための押え部材1
0,11と押え部材10,11を締付けるための
蝶ナツト12,13を設けてなるものである。
What is shown in the drawing is an embodiment thereof, which includes formwork members 1 and 2 divided into two and a bottom plate 3, which are adjacent to the parts of the formwork members 1 and 2 that are joined to each other. A pair of bearing pressure pieces 4 and 5 are protruded so as to face each other during joining, and two bolt rods 6 and 7 are attached to the bases 8 and 7 of the bottom plate 3 in correspondence with the bearing pressure pieces 4 and 5, respectively.
a presser member 1 pivotally mounted at 9 and engaged with the bearing pressure pieces 4, 5 at the upper part of the bolt rods 6, 7;
0 and 11 and wing nuts 12 and 13 for tightening the holding members 10 and 11.

なお、図中、14は底板3に設けた凸部、15
は支圧片4,5に設けた傾斜上面、16は押え部
材10,11の下面凹部であり、該凹部は入口か
ら奥に向けて狭くなるようにその両内側は傾斜し
ている。
In addition, in the figure, 14 is a convex portion provided on the bottom plate 3, and 15 is a convex portion provided on the bottom plate 3.
16 is a sloped upper surface provided on the bearing pressure pieces 4, 5, and 16 is a recessed portion on the lower surface of the presser members 10, 11, and both inner sides of the recessed portion are sloped so as to become narrower toward the back from the entrance.

なお、この下面凹部内面の傾斜面に代えて、上
記支圧片4,5の外側面を傾斜面としてもよい。
Incidentally, instead of the inclined surface on the inner surface of the lower recessed portion, the outer surface of the bearing pressure pieces 4 and 5 may be formed as an inclined surface.

本考案の型枠は、コンクリート圧縮強度試験に
用いられる円柱形の供試体の型枠に適するが、こ
れに限定されることなく、各種の用途をもつコン
クリート成形品の製造に用いることができる。ま
た型枠の形状は円筒に限らず、角柱形など各種の
形状のものに使用できる。
The formwork of the present invention is suitable as a formwork for cylindrical specimens used in concrete compressive strength tests, but is not limited thereto, and can be used to manufacture concrete molded products for various uses. Further, the shape of the formwork is not limited to a cylinder, but various shapes such as a prismatic shape can be used.

本考案のコンクリート成形用型枠の組立と解体
は、次のような手順で行う。
The assembly and disassembly of the concrete molding formwork of the present invention is carried out in the following steps.

まず、第2〜第4図のように、2個の型枠部材
1,2を組み立て、底板3をあてがつたのち、ボ
ルト杆6,7を基部8,9を中心にして上方に回
動し、押え部材10,11の下面凹部16を支圧
片4,5の傾斜上面15に係合させ、次いで、蝶
ナツト12,13を締付ける。
First, as shown in Figures 2 to 4, after assembling the two formwork members 1 and 2 and applying the bottom plate 3, the bolt rods 6 and 7 are rotated upward around the bases 8 and 9. Then, the lower surface recesses 16 of the holding members 10, 11 are engaged with the inclined upper surfaces 15 of the bearing pressure pieces 4, 5, and then the wing nuts 12, 13 are tightened.

こうして、蝶ナツト12,13を共に締め付け
ると、押え部材10,11の下面傾斜凹部16は
支圧片4,5をその両側から締付け、さらにボル
ト杆6,7を介して、型枠部材1,2と底板3と
を同時に緊結せしめることができる。
In this way, when the wing nuts 12 and 13 are tightened together, the lower inclined recesses 16 of the presser members 10 and 11 tighten the bearing pressure pieces 4 and 5 from both sides, and the formwork members 1 and 1 are further tightened via the bolt rods 6 and 7. 2 and the bottom plate 3 can be fastened together at the same time.

型枠の解体にさいしては、蝶ナツト12,13
をゆるめて、支圧片4,5から押え部材10,1
1を外せばよい。
When dismantling the formwork, use butterfly nuts 12 and 13.
Loosen the pressure members 10, 1 from the bearing pressure pieces 4, 5.
Just remove 1.

本考案のコンクリート成形用型枠は、従来の型
枠と比べて、締付け個所が減少しただけでなく、
型枠の組立と解体を迅速かつ容易に行なうことが
できる。したがつて、コンクリート成形時におけ
る型枠の組立作業と脱型作業に要する時間、手間
等を大幅に軽減することができる。
Compared to conventional formwork, the concrete forming formwork of the present invention not only has fewer tightening points, but also
Formwork can be assembled and dismantled quickly and easily. Therefore, the time, effort, etc. required for assembling and demolding the formwork during concrete molding can be significantly reduced.

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

第1図は従来のコンクリート成形用型枠の一例
を示し、第2図は本考案の型枠の平面図、第3図
はその正面図、第4図はその側面図、第5図は底
板、ボルト杆、押え部材およびナツトの組立を示
す側面図、第6図はその平面図である。 1,2……型枠部材、3……底板、4,5……
支圧片、6,7……ボルト杆、10,11……押
え部材、12,13……蝶ナツト。
Figure 1 shows an example of a conventional formwork for concrete forming, Figure 2 is a plan view of the formwork of the present invention, Figure 3 is its front view, Figure 4 is its side view, and Figure 5 is the bottom plate. FIG. 6 is a side view showing the assembly of the bolt rod, presser member, and nut, and FIG. 6 is a plan view thereof. 1, 2... Formwork member, 3... Bottom plate, 4, 5...
Bearing pressure piece, 6, 7... Bolt rod, 10, 11... Pressing member, 12, 13... Wing nut.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 複数割りにした型枠部材と底板とを有し、型枠
部材の互いに接合される部位に隣接して、傾斜上
面を有する一対の支圧片を型枠部材の接合時に対
向するように突設し、上記一対の支圧片に対応し
て、複数のボルト杆を底板の基部に枢着し、該ボ
ルト杆の上部に上記一対の支圧片の傾斜上面と係
合する下面傾斜凹部を有する押え部材と、該押え
部材を締付けるためのナツトを設けてなるコンク
リート成形用型枠。
It has a plurality of divided formwork members and a bottom plate, and a pair of bearing pressure pieces each having an inclined upper surface are protruded adjacent to the parts of the formwork members to be joined to each other so as to face each other when the formwork members are joined together. A plurality of bolt rods are pivotally attached to the base of the bottom plate in correspondence with the pair of bearing pressure pieces, and the upper part of the bolt rods has a lower inclined recess that engages with the inclined upper surface of the pair of bearing pressure pieces. A formwork for forming concrete comprising a holding member and a nut for tightening the holding member.
JP16884982U 1982-11-08 1982-11-08 Formwork for concrete molding Granted JPS5971703U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16884982U JPS5971703U (en) 1982-11-08 1982-11-08 Formwork for concrete molding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16884982U JPS5971703U (en) 1982-11-08 1982-11-08 Formwork for concrete molding

Publications (2)

Publication Number Publication Date
JPS5971703U JPS5971703U (en) 1984-05-16
JPS63410Y2 true JPS63410Y2 (en) 1988-01-07

Family

ID=30369028

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16884982U Granted JPS5971703U (en) 1982-11-08 1982-11-08 Formwork for concrete molding

Country Status (1)

Country Link
JP (1) JPS5971703U (en)

Also Published As

Publication number Publication date
JPS5971703U (en) 1984-05-16

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