JPH034485Y2 - - Google Patents
Info
- Publication number
- JPH034485Y2 JPH034485Y2 JP1984044573U JP4457384U JPH034485Y2 JP H034485 Y2 JPH034485 Y2 JP H034485Y2 JP 1984044573 U JP1984044573 U JP 1984044573U JP 4457384 U JP4457384 U JP 4457384U JP H034485 Y2 JPH034485 Y2 JP H034485Y2
- Authority
- JP
- Japan
- Prior art keywords
- core
- support
- reinforced concrete
- support plate
- concrete block
- 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
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【考案の詳細な説明】
本考案は、補強コンクリートブロツク成型構造
に関するものである。[Detailed Description of the Invention] The present invention relates to a reinforced concrete block molded structure.
従来、補強コンクリートブロツクは、型枠を円
筒状に組立てると共に、遠心力成型機に取付け、
同遠心力成型機にて同型枠を回転せしめつつ、同
型枠中にコンクリートを給入することにより、同
時に数十個の同ブロツクを成型しており、この
際、同ブロツクへの空胴成型は、型枠に筒状円錐
台型に形成した中子を取付けておくことにより行
なつているが、同中子がほとんど円筒状に形成さ
れていることにより、中子の脱型が困難であり、
無理に脱型すると同ブロツクを損傷するという不
都合があつた。 Conventionally, reinforced concrete blocks are made by assembling formwork into a cylindrical shape, attaching it to a centrifugal forming machine,
By rotating the same formwork with the same centrifugal force forming machine and feeding concrete into the same formwork, dozens of the same blocks are formed at the same time. This is done by attaching a core formed in the shape of a cylindrical truncated cone to the mold, but since the core is almost cylindrical, it is difficult to remove the core from the mold. ,
There was an inconvenience that if the mold was removed forcibly, the block would be damaged.
本考案では、補強コンクリートブロツクの空胴
部を形成すべく型枠の支持板に、中子の一端部を
取付け、しかも、その周面を抜け勾配が5%以上
となるテーパー状に形成してなる補強コンクリー
トブロツク成型構造において、同中子の内部に、
調整支持体を設けるとともに、支持板の外方より
内方に向けて突出した主調整ボルトを調整支持体
に螺合して、中子を進良自在に取付け、同ボルト
の回動によつて中子を深さ調整自在に構成したこ
とを特徴とする補強コンクリートブロツク成形構
造を提供するものである。 In this invention, one end of the core is attached to the support plate of the formwork to form the cavity of the reinforced concrete block, and the peripheral surface is formed into a tapered shape with a draft slope of 5% or more. In the reinforced concrete block molded structure, inside the core,
In addition to providing an adjustment support, a main adjustment bolt protruding inward from the outside of the support plate is screwed onto the adjustment support to allow the core to be installed freely, and by rotation of the bolt. This invention provides a reinforced concrete block molding structure characterized in that the depth of the core is adjustable.
本考案の実施例を図面にもとづき詳説すれば、
Aは補強コンクリートブロツク成型用の型枠を示
しており、同型枠Aは、上下側リング状支持体
1,2、側板3、そして、中子体4より成り、上
下側リング状支持体1,2間に側板3と中子体4
とを交互に立設支持せしめて、中空の筒状体に組
立て可能に構成しており、同型枠Aを無振動遠心
成型機(不図示)に横架して、所定のコンクリー
トを同型枠A中に給入すると共に、同型枠を同遠
心成型機により回転せしめることにより、同コン
クリートを各側板3間に圧入して、所定個数の補
強コンクリートブロツクBを同時に成型するもの
である。 The embodiment of the present invention will be explained in detail based on the drawings.
A shows a formwork for molding reinforced concrete blocks, and the formwork A consists of upper and lower ring-shaped supports 1 and 2, side plates 3, and a core body 4. Side plate 3 and core body 4 between 2
and are alternately erected and supported so that they can be assembled into a hollow cylindrical body, and the formwork A is suspended horizontally on a non-vibration centrifugal forming machine (not shown), and a predetermined concrete is poured into the formwork A. At the same time, the same formwork is rotated by the same centrifugal molding machine, thereby press-fitting the concrete between each side plate 3 and molding a predetermined number of reinforced concrete blocks B at the same time.
上下側リング状支持体1,2は、共に所定幅を
保持せしめた板体をリング状に形成し、両支持体
1,2内側面には、各々所定間隔を保持せしめて
上下部突条1−1、2−1を放射状に突設して、
同突条1−1,2−1により両支持体1,2間に
成型される補強コンクリートブロツクBの上下側
凹状部B−1,2を形成すべく構成しており、上
側リング状支持体1外周端縁には上側鍔部1−2
を垂設し、また、リング状支持体2外周端縁には
下側鍔部2−2を突設している。 The upper and lower ring-shaped supports 1 and 2 are both ring-shaped plates that maintain a predetermined width, and the inner surfaces of both supports 1 and 2 are provided with upper and lower protrusions 1 that are maintained at a predetermined interval. -1, 2-1 are protruded radially,
The same projections 1-1 and 2-1 are configured to form upper and lower concave portions B-1 and 2 of the reinforced concrete block B formed between both supports 1 and 2, and the upper ring-shaped support 1 Upper flange 1-2 on the outer peripheral edge
is provided vertically, and a lower flange 2-2 is provided protruding from the outer peripheral edge of the ring-shaped support 2.
側板3は、縦長手矩形板体を略V字状に折曲形
成して左右側板部3−1,1を設け、さらに、同
左右側板部3−1,1の外側端を各々内側方へ折
返して、左右折返し部3−2,2を設けて成り、
隣接する各側板3の左側板部3−1と側板部3−
1とにより、同ブロツクBの左右側面を所定肉厚
の平行平坦面に形成すべく構成している。 The side plate 3 has left and right side plate parts 3-1, 1 formed by bending a vertically long rectangular plate body into a substantially V-shape, and furthermore, the outer ends of the left and right side plate parts 3-1, 1 are respectively bent inward. It is folded back and left and right folded parts 3-2, 2 are provided,
Left side plate part 3-1 and side plate part 3- of each adjacent side plate 3
1, the left and right side surfaces of the block B are configured to be parallel flat surfaces with a predetermined thickness.
中子体4は中子5と、同中子5の外側端を一体
に支持する支持板6より成り、同支持板6を同ブ
ロツクBの肉厚とほぼ同一幅の縦長手矩形板体に
形成し、同支持板6の内側面中央に円錐台形状の
中央中子5−1を、そして、同中央中子5−1の
上下側に各々2個づつ楕円錐台形状の上下側中子
5−2,2,2,2を、深さ調整装置7を介して
各々深さ調整自在に取付けている。 The core body 4 consists of a core 5 and a support plate 6 that integrally supports the outer end of the core 5, and the support plate 6 is formed into a vertically elongated rectangular plate with approximately the same width as the wall thickness of the block B. A truncated cone-shaped central core 5-1 is formed at the center of the inner surface of the support plate 6, and two upper and lower elliptical truncated-cone shaped central cores are provided on the upper and lower sides of the central core 5-1. 5-2, 2, 2, 2 are each attached via a depth adjustment device 7 so that the depth can be adjusted freely.
すなわち、各中子5−1,2は外周端を支持板
6内側面に設けた嵌合溝8に嵌合し、しかも、深
さ調整装置7を介して同外周端の嵌合深さを調整
自在に構成しており、同調整装置7は主調整ボル
ト9を支持板6を介して中子5中に挿通すると共
に、同中子5内に固設した調整支持体10に螺着
し、さらに、同ボルト9の上下位置より支持板6
に横断貫通状態に上下補助調整ボルト11,11
を螺着して、同ボルト11,11先端を調整支持
体10の外側周面に当接せしめているものであ
り、各ボルト9,11,11の螺合調整により中
子の深さ調整、及び、ブロツクからの脱型作業を
行なうものである。 That is, each core 5-1, 2 has its outer peripheral end fitted into a fitting groove 8 provided on the inner surface of the support plate 6, and the depth adjustment device 7 is used to adjust the fitting depth of the outer peripheral end. The adjustment device 7 has a main adjustment bolt 9 inserted into the core 5 via the support plate 6, and is screwed into an adjustment support 10 fixedly installed inside the core 5. , furthermore, from the upper and lower positions of the bolt 9, the support plate 6
The upper and lower auxiliary adjustment bolts 11, 11 are inserted in a horizontally penetrating state.
The tips of the bolts 11, 11 are brought into contact with the outer circumferential surface of the adjustment support 10, and the depth of the core can be adjusted by adjusting the threading of each bolt 9, 11, 11. It also performs demolding work from the block.
しかも、中子5は、周面を先細り状のテーパー
面に形成しており、抜け勾配、すなわち、支持板
6内側面位置の中子5の半径D/2と、同中子5
の先端の半径d/2との差を、同中子5先端から
支持板6内側面までの長さLで除して、100倍し
た値が、5%以上となるべく構成している。 Moreover, the core 5 has a circumferential surface formed into a tapered surface, and the draft angle, that is, the radius D/2 of the core 5 at the inner surface of the support plate 6,
The difference from the radius d/2 of the tip of the core 5 is divided by the length L from the tip of the core 5 to the inner surface of the support plate 6, and the value multiplied by 100 is preferably 5% or more.
従つて、中子5の抜け勾配が5%であることよ
り、深さ調整装置7を介して、同中子5を外側方
へわずかに摺動せしめれば、同中子5外周面に付
着状態に形成せられた補強コンクリートブロツク
Bより同中子5を容易に脱型することができ、同
時に同ブロツク中Bに補強鉄筋挿通用の空胴部B
−3が中子5と相対形状にて形成されるものであ
る。 Therefore, since the draft angle of the core 5 is 5%, if the core 5 is slightly slid outward via the depth adjustment device 7, it will not adhere to the outer peripheral surface of the core 5. The core 5 can be easily demolded from the reinforced concrete block B formed in the same condition, and at the same time, a hollow part B for inserting reinforcing reinforcing bars is formed in the block B.
-3 is formed in a relative shape to the core 5.
12は目安ピンであり、同目安ピン12は調整
支持体10より外側横方向に突設すると共に、支
持板6中に貫通せしめており、同目安ピン12の
先端が同支持板6外側面と面一状態にある時、中
子5は所定の位置に調整されたことがわかるもの
である。 Reference numeral 12 denotes a reference pin, which is provided to protrude laterally outward from the adjustment support 10 and penetrates into the support plate 6, so that the tip of the reference pin 12 meets the outer surface of the support plate 6. When the core 5 is flush, it can be seen that the core 5 has been adjusted to a predetermined position.
13はスラストベアリング、14は支持筒体を
示している。 13 is a thrust bearing, and 14 is a support cylinder.
15は位置決め部材であり、同部材15は上下
側リング状支持体1,2の内側面で各側板3の左
右折返し部3−2,2上下部位置に各々設けて、
同部材15により各側板の上下部を当接せしめて
おり、さらに、各部材15には支持板6方向に支
持突片15−1を突設して、同突片15−1を同
支持板6の左右側面上下部に各々設けた嵌合凹部
16に嵌合せしめることにより、同突片15−1
を介して同支持板6を支持せしめるべく構成して
いる。 Reference numeral 15 denotes a positioning member, and the member 15 is provided at the upper and lower positions of the left and right folded portions 3-2 and 2 of each side plate 3 on the inner surface of the upper and lower ring-shaped supports 1 and 2, respectively.
The upper and lower parts of each side plate are brought into contact with each other by the same member 15, and each member 15 is provided with a supporting protrusion 15-1 protruding in the direction of the support plate 6, and the protruding piece 15-1 is connected to the support plate 6. By fitting into the fitting recesses 16 provided at the upper and lower parts of the left and right sides of 6, the protruding piece 15-1
The support plate 6 is configured to be supported through the support plate 6.
17は側板支持部材であり、同支持部材17は
上下側リング状支持体1,2の各々内側面で、側
板3の先端部内側に嵌合すべく構成している。 Reference numeral 17 denotes a side plate support member, and the support member 17 is configured to fit inside the tip of the side plate 3 on the inner side surface of each of the upper and lower ring-shaped supports 1 and 2.
18は、支持板6を支持する支持ボルトあり、
同ボルト18を上側リング状支持体1外側より同
支持板6上側面に螺着しているものである。 18 is a support bolt that supports the support plate 6;
The bolt 18 is screwed onto the upper side of the support plate 6 from the outside of the upper ring-shaped support 1.
19は挟圧ボルトであり、側板3中に挿貫し
て、上下端を各々上下側リング状支持体1,2に
螺着することにより、同支持体1,2を挟圧支持
せしめているものである。 Reference numeral 19 denotes a clamping bolt, which is inserted into the side plate 3 and screwed at its upper and lower ends to the upper and lower ring-shaped supports 1 and 2, respectively, thereby supporting the supports 1 and 2 with clamping pressure. It is something.
20は側板3の内側に横架した補強リブを示し
ている。 Reference numeral 20 indicates a reinforcing rib extending horizontally inside the side plate 3.
21はブロツク吊上げ金具である。 21 is a block lifting metal fitting.
Sはブロツク成型空間を示している。 S indicates a block molding space.
なお、補強コンクリートブロツクBは、中央よ
り切断して、2分割して使用することも可能なも
のであり、その際、切断された中央空胴部B−3
にて上下側凹状部B−1,2が形成せられるべ
く、同空胴部B−3を円錐台形状に形成している
ものである。 The reinforced concrete block B can also be used by cutting it from the center and dividing it into two parts.
The cavity B-3 is formed into a truncated cone shape so that the upper and lower concave portions B-1 and B-2 are formed therein.
本考案の実施例は上記のように構成されている
ものであり、補強コンクリートブロツクBを成形
する際には、上下側リング状支持体1,2、側板
3、そして、中子体4により型枠Aを組立て、同
型枠Aを無振動遠心成型機に横架して、同成型機
により同型枠Aを回転せしめつつ、所定のコンク
リートを同型枠A中に給入すれば、遠心力により
同型枠Aの各ブロツク成型空間S中に同コンクリ
ートが圧入されて同ブロツクBが成型せられ、そ
の後、型枠Aを同成型機より取外して所定時間蒸
気養生し、同型枠Aを脱型すればよいものであ
り、特に、型枠Aの脱型時には、支持ボルト1
8、及び、挟圧ボルト19を螺脱して、上側リン
グ状支持体1を上方に吊上げることにより同支持
体1に設けた位置決め部材15、及び、側板支持
部材17による側板3の支持を解除して、同側板
3を型枠A内方より取外し、そして深さ調整装置
7を調整して中子5を外側方へ摺動せしめれば、
同中子5の抜け勾配が5%以上のテーパー状に形
成されていることにより、同中子5は成形された
同ブロツクBより容易に脱型せられるものであ
る。 The embodiment of the present invention is constructed as described above, and when molding the reinforced concrete block B, the upper and lower ring-shaped supports 1 and 2, the side plates 3, and the core body 4 are used to form the mold. Assemble frame A, place the form A horizontally on a non-vibration centrifugal forming machine, and feed the specified amount of concrete into form A while rotating the form A with the forming machine. The same concrete is press-fitted into each block forming space S of frame A to form the same block B, and then the form A is removed from the molding machine, steam-cured for a predetermined period of time, and the form A is demolded. This is a good thing, especially when demolding the formwork A.
8, by unscrewing the clamping bolt 19 and lifting the upper ring-shaped support 1 upward, the support of the side plate 3 by the positioning member 15 provided on the support 1 and the side plate support member 17 is released. Then, remove the same side plate 3 from inside the formwork A, and adjust the depth adjustment device 7 to slide the core 5 outward.
Since the core 5 is formed into a tapered shape with a draft angle of 5% or more, the core 5 can be removed from the mold more easily than the molded block B.
さらに、本考案では、支持板6に設けた主調整
ボルト9を回動させて、同ボルト9に螺合した調
整支持体10によつて、中子5を進退させて、そ
の深さを調整することができる。 Furthermore, in the present invention, the depth is adjusted by rotating the main adjustment bolt 9 provided on the support plate 6 and moving the core 5 forward or backward using the adjustment support 10 screwed onto the bolt 9. can do.
本考案によれば、中子周面を、抜け勾配が5%
以上となるテーパー状に形成しているために、従
来問題とされていた中子の脱型が確実、かつ、簡
便に行なえ、従つて、作業能率、さらには、補強
ブロツクの品質の向上をはかることができるとい
う効果がある。 According to the present invention, the core peripheral surface has a draft slope of 5%.
Due to the tapered shape described above, the core can be removed from the mold reliably and easily, which was a problem in the past, thereby improving work efficiency and the quality of the reinforcing block. It has the effect of being able to
さらに、本考案でによればば、深さ調整装置7
によつて中子5を進退させて、その深さを調整す
る為に、コンクリートブロツクの空胴部を正確に
成形することができる。 Furthermore, according to the present invention, the depth adjustment device 7
Since the depth of the core 5 can be adjusted by moving the core 5 back and forth, the cavity of the concrete block can be formed accurately.
第1図は、本考案による補強コンクリートブロ
ツク成型構造を有する型枠の一部側面図。第2図
は、同要部の斜視図。第3図は、同要部の平断面
図。第4図は、同要部の一部拡大横断面図。第5
図は、同要部の一部拡大縦断面図。
A:型枠、B:補強コンクリートブロツク、B
−3:空胴部、5:中子。
FIG. 1 is a partial side view of a formwork having a reinforced concrete block molding structure according to the present invention. FIG. 2 is a perspective view of the main parts. FIG. 3 is a plan sectional view of the main part. FIG. 4 is a partially enlarged cross-sectional view of the main part. Fifth
The figure is a partially enlarged vertical cross-sectional view of the main part. A: Formwork, B: Reinforced concrete block, B
-3: Cavity, 5: Core.
Claims (1)
形成すべく型枠Aの支持板6に、中子5の一端部
を取付け、しかも、その周囲を抜け勾配が5%以
上となるテーパー状に形成してなる補強コンクリ
ートブロツク成形構造において、 同中子5の内部に、調整支持体10を設けると
ともに、支持板6の外方より内方に向けて突出し
た主調整ボルト9を調整支持体10に螺合して、
中子5を進退自在に取付け、 同ボルト9の回動によつて中子5を深さ調整自
在に構成したことを特徴とする補強コンクリート
ブロツク成形構造。[Claims for Utility Model Registration] One end of the core 5 is attached to the support plate 6 of the formwork A to form the cavity B-3 of the reinforced concrete block B, and the draft slope around it is 5. In a reinforced concrete block molded structure formed into a tapered shape of % or more, an adjustment support 10 is provided inside the core 5, and a main adjustment member protrudes inward from the outside of the support plate 6. Screw the bolt 9 into the adjustment support 10,
A reinforced concrete block molding structure characterized in that a core 5 is attached so as to be freely advanced and retracted, and the depth of the core 5 can be freely adjusted by rotating a bolt 9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4457384U JPS60157205U (en) | 1984-03-27 | 1984-03-27 | Reinforced concrete block molded structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4457384U JPS60157205U (en) | 1984-03-27 | 1984-03-27 | Reinforced concrete block molded structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60157205U JPS60157205U (en) | 1985-10-19 |
| JPH034485Y2 true JPH034485Y2 (en) | 1991-02-06 |
Family
ID=30557269
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4457384U Granted JPS60157205U (en) | 1984-03-27 | 1984-03-27 | Reinforced concrete block molded structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60157205U (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5993272B2 (en) * | 2012-10-18 | 2016-09-14 | 東京エレクトロン株式会社 | Manufacturing method of heat insulation wall |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS49102060U (en) * | 1972-12-29 | 1974-09-03 |
-
1984
- 1984-03-27 JP JP4457384U patent/JPS60157205U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60157205U (en) | 1985-10-19 |
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