JPH0118326Y2 - - Google Patents

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Publication number
JPH0118326Y2
JPH0118326Y2 JP1983030680U JP3068083U JPH0118326Y2 JP H0118326 Y2 JPH0118326 Y2 JP H0118326Y2 JP 1983030680 U JP1983030680 U JP 1983030680U JP 3068083 U JP3068083 U JP 3068083U JP H0118326 Y2 JPH0118326 Y2 JP H0118326Y2
Authority
JP
Japan
Prior art keywords
medium
sized
insert member
main body
longitudinal direction
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
JP1983030680U
Other languages
Japanese (ja)
Other versions
JPS59137009U (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 JP3068083U priority Critical patent/JPS59137009U/en
Publication of JPS59137009U publication Critical patent/JPS59137009U/en
Application granted granted Critical
Publication of JPH0118326Y2 publication Critical patent/JPH0118326Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 この考案は例えば側溝や暗渠等として用いられ
る中空コンクリートブロツクの製造において、中
空部分を形成するための型枠すなわち中型に関す
るものである。
[Detailed Description of the Invention] This invention relates to a formwork, that is, a medium mold, for forming a hollow part in the production of hollow concrete blocks used, for example, as side gutters and culverts.

側溝用コンクリートブロツク等の製造において
外側の型枠は外部より操作するとができるので、
通常クランプ等の締付具を用いて型枠を組み、コ
ンクリートブロツクの底面が上側にくるようにし
てコンクリートを打設し、養生後、締付具をはず
して脱型を行なつている。
When manufacturing concrete blocks for gutters, etc., the outer formwork can be operated from the outside.
Usually, a formwork is assembled using fasteners such as clamps, concrete is poured with the bottom of the concrete block facing upward, and after curing, the fasteners are removed and the mold is removed.

しかし、中型の場合脱型時断面を縮少させなけ
ればならず、また全体が打設したコンクリート中
に埋め込まれてしまうため、クランプ等が利用で
きない。そのため、従来の中型としては、例えば
第1図に示すようなものが多い。すなわち、コン
クリートブロツク中空部分を形づくる中型本体a
の頂部長手方向に差しと呼ばれる部材bを設け、
脱型に際してはまず差しbをはずし、ナツト部材
dによつて中型本体aを内側に絞り込んだ状態で
引き抜くというものである。差しbは例えば一方
向に幅の広がる形状とし、中型本体に摺動自在に
形止し、一方からたたき出すなどしてはずすよう
になつている。また中型本体aの周方向の所定の
位置を補強リブcの切れる折曲点fとし、連結部
材eをつなぐ部材dを操作すると、中型本体aが
折曲点fを中心として折り曲げられ、絞り込まれ
るようになつている。
However, in the case of medium-sized molds, the cross section must be reduced when demolding, and the entire mold is embedded in the poured concrete, so clamps and the like cannot be used. For this reason, many conventional medium-sized devices are as shown in FIG. 1, for example. In other words, the medium-sized body a that forms the hollow part of the concrete block
A member b called an insert is provided in the longitudinal direction of the top of the
To remove the mold, first remove the insert b, then pull out the medium-sized body a after being squeezed inward by the nut member d. For example, the insert b has a shape that widens in one direction, is slidably fixed to the medium-sized main body, and is removed by knocking it out from one side. Further, when a predetermined position in the circumferential direction of the medium-sized main body a is set as a bending point f where the reinforcing rib c breaks, and when the member d that connects the connecting member e is operated, the medium-sized main body a is bent around the bending point f and narrowed. It's becoming like that.

しかし、この形式では差しbをはずすのに手間
がかかり、また型枠に無理な力がかかるため、型
枠を傷めやすく、型枠に寿命が短いという欠点が
ある。また中型本体の絞り込みの操作は通常両端
において行なうが、中型内での操作が困難であ
り、さらに、両端の操作を同時かつ均一に行なわ
なければならず作業性が悪い。またコンクリート
ブロツクが長くなると、両端部のみでの絞り込み
は難しいこと、中型本体aと差しbが別体となり
取扱い上不便であることといつた欠点もある。
However, this type has the disadvantage that it takes time to remove the insert b, and unreasonable force is applied to the formwork, which easily damages the formwork and shortens the lifespan of the formwork. Further, the narrowing operation of the medium-sized main body is normally performed at both ends, but it is difficult to operate within the medium-sized body, and furthermore, the operation at both ends must be performed simultaneously and uniformly, resulting in poor workability. Furthermore, when the concrete block becomes long, it is difficult to squeeze only at both ends, and the medium-sized body a and the insert b are separate pieces, making it inconvenient to handle.

この考案のコンクリートブロツク製造用中型は
上述した従来の中型の欠点に鑑み考案されたもの
で、中型外からの単一の操作により、無理なく中
型の絞り込みおよび再度の組み立てが行なえるよ
うにしたものであり、さらに、長期間の使用によ
る摩耗、変形による精度の狂い、バイブレーター
の使用によるガタつき等に十分耐えることができ
るものである。
This medium mold for manufacturing concrete blocks was devised in view of the above-mentioned drawbacks of the conventional medium mold, and allows for easy narrowing and reassembly of the medium mold by a single operation from outside the medium mold. Furthermore, it can sufficiently withstand wear caused by long-term use, loss of accuracy due to deformation, rattling caused by use of a vibrator, etc.

以下、この考案を図示した実施例に基づいて説
明する。
This invention will be explained below based on illustrated embodiments.

第2図および第3図は中型を使用して製造され
る中空コンクリートブロツクの例を示したもの
で、第2図は暗渠用のコンクリートブロツク1の
断面図、第3図は卵形断面の中空部を有する側溝
用コンクリートブロツク2の斜視図である。
Figures 2 and 3 show examples of hollow concrete blocks manufactured using medium-sized concrete blocks. FIG.

第4図〜第8図は第2図のコンクリートブロツ
ク1の製造に使用する中型を示したもので、中型
本体3と中型本体3の頂部長手方向に連続して設
けられた開口部に位置し、上下動可能な差し部材
4および後述するその他の部品からなる。
Figures 4 to 8 show the medium size used for manufacturing the concrete block 1 shown in Figure 2, and are located at the medium size main body 3 and an opening provided continuously in the longitudinal direction of the top of the medium size main body 3. , a vertically movable insert member 4, and other parts described later.

中型本体3はコンクリートブロツク中空部分を
形作り、長手方向に所要間隔で複数の補強リブ6
を配した両側のせき板5とその他必要な補強部材
7,8等からなり、また差し部材4を取り付ける
ための固定片9等を設けてある。図中10は折曲
線を示したもので、この部分は補強リブ6その他
の補強部材の補剛が切れており、中型本体3の縮
少、拡大に際しては、第7図および第8図に示す
ようにこの折曲線10を中心にせき板5が折れ曲
がるようになつている。
The medium-sized main body 3 is formed into a hollow part of a concrete block, and is provided with a plurality of reinforcing ribs 6 at required intervals in the longitudinal direction.
It consists of the weir plates 5 on both sides with which the holder is arranged, and other necessary reinforcing members 7, 8, etc., and fixing pieces 9, etc. for attaching the insert member 4 are provided. Reference numeral 10 in the figure indicates a folding line, where the reinforcement of the reinforcing rib 6 and other reinforcing members is broken, and when the medium-sized main body 3 is contracted or expanded, the bending line is shown in FIGS. 7 and 8. The weir plate 5 is bent around this folding line 10 as shown in FIG.

また、中型本体3内のほぼ中央には中型長手方
向に軸部材11が配され、この軸部材11の回転
操作によつて中型の断面が縮少、拡大して脱型お
よび型枠の組立てを行なうことができるようにな
つている。この軸部材11は全長にわたつて、ま
たは部分的に雄ねじ12を設けたもので、必要に
応じ操作用のハンドル13を取り付けることもで
きる。この軸部材11にはその雄ねじ12部分に
ナツト部材14が螺合されており、ナツト部材1
4には図に示すようにく字形リンク15,16の
中央部節が設けられ、中型本体3下部の固定片
9、および差し部材4にそれぞれく字形リンク1
5,16の端部節が設けられて中型本体3の下部
と差し部材4が連結されている。なおこの実施例
では第6図において左側の雄ねじ12およびナツ
ト部材14の雌ねじを逆ねじとし、ハンドル13
を右方向に回転させると、左右のナツト部材14
が内側へ移動し、それによつて差し部材4と固定
片9の間隔が広がり、逆に左方向に回転させると
差し部材4と固定片9の間隔が狭まる。従つて差
し部材4の長手方向の変位を拘束して軸部材11
を回転操作することにより、差し部材4を上下動
させることができる。なお第6図の右半分および
第7図は型枠を組み立てた状態において、差し部
材4が上端に位置している様子、第6図の左半分
および第8図は脱型時差し部材が下端に位置して
いる様子を示したものである。またナツト部材1
4および連結のためのリンク15,16は二箇所
に限らず、長手方向に例えば四箇所あるいはそれ
以上設けても良い。特にコンクリートブロツクが
長い場合や大きい場合は、差し部材4の変形防止
の意味からも支持箇所が多い方が望ましい。
Further, a shaft member 11 is disposed approximately in the center of the medium body 3 in the longitudinal direction of the medium, and by rotating the shaft member 11, the cross section of the medium is contracted or expanded, thereby facilitating demolding and mold assembly. I am now able to do it. This shaft member 11 is provided with a male thread 12 over its entire length or partially, and a handle 13 for operation can be attached thereto if necessary. A nut member 14 is screwed into the male thread 12 of the shaft member 11, and the nut member 1
4 is provided with central joints of doglegged links 15 and 16 as shown in the figure, and doglegged links 1 are provided on the fixing piece 9 at the bottom of the medium-sized main body 3 and on the insert member 4, respectively.
5 and 16 end sections are provided to connect the lower part of the medium-sized main body 3 and the insert member 4. In this embodiment, the left male thread 12 and the female thread of the nut member 14 in FIG.
When rotated to the right, the left and right nut members 14
moves inward, thereby widening the gap between the insert member 4 and the fixed piece 9, and conversely, when rotated to the left, the gap between the insert member 4 and the fixing piece 9 narrows. Therefore, displacement of the insert member 4 in the longitudinal direction is restrained, and the shaft member 11
By rotating the insert member 4, the insert member 4 can be moved up and down. The right half of Fig. 6 and Fig. 7 show that the insert member 4 is located at the upper end when the formwork is assembled, and the left half of Fig. 6 and Fig. 8 show that the demolding time insert member is located at the lower end. This figure shows how it is located. Also, nut member 1
4 and the links 15 and 16 for connection are not limited to two locations, but may be provided at four or more locations in the longitudinal direction. Particularly when the concrete block is long or large, it is desirable to have more support points to prevent deformation of the insert member 4.

次に中型本体3の縮少、拡大の機構について説
明すると、中型本体3の端部の対向して設けられ
た補助リブ6aにはそれぞれ斜めの長孔17が設
けられ八字形を呈しており、差し部材4に固定さ
れた連結板18の両端部に突設した棒状突起19
がこの長孔に差し込まれている(第5図,第7図
および第8図は一部を省略または仮想線で表現し
ている)。差し部材4と連結板18の固定は第4
図または第6図に示すように、連結ブロツク20
を介してボルト21によつて行なわれる。そし
て、差し部材4が上端に位置しているときは、連
結板18の棒状突起19が長孔の上端に位置し、
軸部材11の操作により、差し部材4が下降する
につれて、棒状突起19も下降し長孔17を介し
て補強リブ6a部分を引き込み、中型本体3全体
を絞り込んで行く。従つて、差し部材4の上下動
と中型本体3の縮少、拡大が連動し、軸部材11
の回転操作という単一の操作で中型の組み立てお
よび脱型のための縮少が行なえる。
Next, the mechanism of contraction and expansion of the medium-sized body 3 will be explained. The auxiliary ribs 6a provided oppositely at the ends of the medium-sized body 3 are each provided with oblique long holes 17, forming an eight-figure shape. Rod-shaped projections 19 protruding from both ends of the connecting plate 18 fixed to the insert member 4
is inserted into this elongated hole (parts are omitted or shown with imaginary lines in Figs. 5, 7, and 8). The insert member 4 and the connecting plate 18 are fixed by the fourth
As shown in FIG.
This is done by means of bolts 21 via. When the insert member 4 is located at the upper end, the rod-shaped projection 19 of the connecting plate 18 is located at the upper end of the elongated hole,
As the insert member 4 is lowered by operating the shaft member 11, the rod-shaped projection 19 also lowers, drawing in the reinforcing rib 6a portion through the elongated hole 17, and narrowing down the entire medium-sized body 3. Therefore, the vertical movement of the insert member 4 and the contraction and expansion of the medium-sized body 3 are linked, and the shaft member 11
Assembling a medium size and reducing it for demolding can be done with a single rotation operation.

従つてこの考案の中型を用いたコンクリートブ
ロツクの製造手順は次のようになる。
Therefore, the procedure for manufacturing concrete blocks using the medium size of this invention is as follows.

外部型枠22の組み立て。なおコンクリート
ブロツクの長手方向両端に位置する型枠には中
型挿入用の窓が設けられている。
Assembly of external formwork 22. In addition, the formwork located at both ends of the concrete block in the longitudinal direction is provided with windows for inserting medium-sized blocks.

中型の組み立ておよび前記窓を通しての外部
枠22内への設置。中型の組み立ては前述した
ように軸部材11の操作により行ない、また外
部型枠22内へ設置してから組み立てることも
できる。なお中型は両端の窓部分で支持され
る。
Assembly of the medium and installation into the external frame 22 through said window. The medium size can be assembled by operating the shaft member 11 as described above, or it can be assembled after being installed in the external formwork 22. The medium size is supported by windows at both ends.

コンクリートの打設および養生。 Concrete placement and curing.

軸部材11の操作による中型の絞り込み(縮
小)および中型の引抜き。
Narrowing down (shrinking) the medium size and drawing out the medium size by operating the shaft member 11.

外部型枠22の締め付け解除。コンクリート
ブロツク脱型。
Releasing the tightening of the external formwork 22. Concrete block demolding.

型枠の清掃。 Cleaning the formwork.

第9図および第10図は他実施例として、第3
図に示した卵形の中空部を有する側溝用コンクリ
ートブロツク2を製造するための中型を示したも
のである。
FIG. 9 and FIG. 10 show the third embodiment as another embodiment.
This figure shows a medium mold for manufacturing the concrete block 2 for side ditches having the oval hollow part shown in the figure.

また、差し部材4の上下動に中型本体3の縮
少、拡大を連動させる機構は中型本体3の両端に
限らず、必要に応じ長手方向中間に複数本設ける
ものとする。
Further, the mechanism for linking the vertical movement of the insert member 4 with the contraction and expansion of the medium-sized main body 3 is not limited to both ends of the medium-sized main body 3, but a plurality of mechanisms may be provided in the middle in the longitudinal direction as necessary.

この考案は以上の構成からなり、次のような利
点、特徴を有する。
This invention has the above configuration and has the following advantages and features.

(1) 軸部材の回転操作という単一の操作で差しを
抜く作業と中型を絞る作業を同時に行なうこと
ができ、中空コンクリートブロツクの製造にお
ける手間を大幅に軽減することができる。
(1) With a single operation of rotating the shaft member, the work of removing the insert and the work of squeezing the medium size can be performed simultaneously, and the labor involved in manufacturing hollow concrete blocks can be greatly reduced.

(2) 中型本体の絞り込みが端部で同時に行なわれ
るので、差し部材を抜く際、無理な力がかから
ないので、型枠を傷めることがなく、型枠の寿
命が長い。
(2) Since the narrowing of the medium-sized body is done at the same time at the end, no excessive force is applied when removing the inserted member, so the formwork is not damaged and the life of the formwork is long.

(3) 中型の組み立ても軸部材の回転操作によつて
行なうことができる。
(3) Medium-sized units can also be assembled by rotating the shaft member.

(4) 各部材が連結された状態で一つの中型を形成
しているので、邪魔にならず、また作業性が良
い。
(4) Since each member is connected to form one medium mold, it does not get in the way and is easy to work with.

(5) 中型一つのコストは高くなるが、作業性のツ
プにより、コンクリートブロツク製造の回転が
早くなり、また寿命が長いので、結果的には経
済的となる。
(5) Although the cost of one medium-sized block is high, the increase in workability makes concrete block production faster and has a longer lifespan, so it is ultimately more economical.

(6) 型枠に無理な力が作用しないことで、製造し
たコンクリートブロツクを傷めない。
(6) Manufactured concrete blocks are not damaged because no excessive force is applied to the formwork.

(7) 操作を中型の外から行なえるので、操作がし
やすく安全である。
(7) Operation can be performed from outside the medium-sized unit, making it easy and safe to operate.

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

第1図は従来例を示す斜視図、第2図は中空コ
ンクリートブロツクの形状の一例を示す断面図、
第3図は他の中空コンクリートブロツクの例を示
す斜視図、第4図はこの考案の中型の一実施例を
示す分解斜視図、第5図は使用状態を示す縦断面
図、第6図は差し部材の上下動の機構を示す長手
方向の縦断面図、第7図および第8図は中型の作
動の様子を示す正面図(第7図は一部断面)、第
9図は他の実施例として卵形断面の中型を示す正
面図、第10図はその分解斜視図である。 1,2……コンクリートブロツク、3……中型
本体、4……差し部材、5……せき板、6……補
強リブ、6a……端部補強リブ、7,8……補強
部材、9……固定片、10……折曲線、11……
軸部材、12……雄ねじ、13……ハンドル、1
4……ナツト部材、15,16……リンク、17
……長孔、18……連結板、19……棒状突起、
20……連結ブロツク、21……ボルト、22…
…外部型枠。
Fig. 1 is a perspective view showing a conventional example, Fig. 2 is a sectional view showing an example of the shape of a hollow concrete block,
Fig. 3 is a perspective view showing another example of a hollow concrete block, Fig. 4 is an exploded perspective view showing a medium-sized embodiment of this invention, Fig. 5 is a longitudinal sectional view showing the state of use, and Fig. 6 is A vertical cross-sectional view in the longitudinal direction showing the vertical movement mechanism of the insert member, Figs. 7 and 8 are front views showing the operation of the medium-sized model (Fig. 7 is a partial cross-section), and Fig. 9 is a diagram showing another implementation. As an example, FIG. 10 is a front view showing a medium size with an oval cross section, and an exploded perspective view thereof. 1, 2... Concrete block, 3... Medium size body, 4... Insert member, 5... Weir plate, 6... Reinforcement rib, 6a... End reinforcement rib, 7, 8... Reinforcement member, 9... ...Fixed piece, 10...Folding line, 11...
Shaft member, 12...Male thread, 13...Handle, 1
4... Nut member, 15, 16... Link, 17
... Long hole, 18 ... Connection plate, 19 ... Rod-shaped projection,
20... Connection block, 21... Bolt, 22...
...external formwork.

Claims (1)

【実用新案登録請求の範囲】 (1) コンクリートブロツク中空部分を形作る中型
本体と、中型本体頂部長手方向に連続して設け
られた開口部に位置し上下可動な差し部材と、
中型本体内長手方向に配された回転操作用の雄
ねじに螺合したナツト部材と、中央節をナツト
部材に設け端部節をそれぞれ中型本体下部およ
び差し部材に設けて中型本体下部と差し部材と
を連結するく字形リンクとからなるコンクリー
トブロツク製造用中型であつて、 中型本体内側長手方向に等間隔で配した複数
のリブのうち少くとも中型本体の両端部の対向
して設けた補強リブにそれぞれ設けられて八字
状を呈する斜めの長孔に、差し部材に取付けら
れた連結板の両端に設けられた突起が差し込ま
れ、中型本体の縮少、拡大機構が構成されてい
ることを特徴とするコンクリートブロツク製造
用中型。 (2) 中型本体は筒状に折り返したせき板と、内部
長手方向に所要間隔で取り付けた補強リブおよ
び他の補強部材とから構成されている実用新案
登録請求の範囲第1項記載のコンクリートブロ
ツク製造用中型。 (3) ナツト部材は軸部材の二個所以上に設けられ
ている実用新案登録請求の範囲第1項または第
2項記載のコンクリートブロツク製造用中型。
[Scope of Claim for Utility Model Registration] (1) A medium-sized body forming a hollow part of a concrete block, an insert member located in an opening continuously provided in the longitudinal direction of the top of the medium-sized body and movable up and down,
A nut member is screwed onto a male screw for rotational operation arranged in the longitudinal direction within the medium-sized main body, a central section is provided on the nut member, and end sections are provided on the lower part of the medium-sized main body and the insert member, respectively, and the lower part of the medium-sized main body and the insert member are connected. A medium-sized concrete block for manufacturing concrete blocks consisting of dogleg-shaped links connecting The protrusions provided at both ends of the connecting plate attached to the insert member are inserted into the diagonal elongated holes each provided in a figure eight shape, thereby forming a mechanism for reducing and enlarging the medium-sized body. Medium size for manufacturing concrete blocks. (2) The concrete according to claim 1 of the utility model registration claim, wherein the medium-sized body is composed of a weir plate folded back into a cylindrical shape, reinforcing ribs and other reinforcing members attached at required intervals in the internal longitudinal direction. Medium size for making blocks. (3) The medium mold for manufacturing concrete blocks according to claim 1 or 2 of the utility model registration claim, wherein the nut members are provided at two or more locations on the shaft member.
JP3068083U 1983-03-03 1983-03-03 Medium size for making concrete blocks Granted JPS59137009U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3068083U JPS59137009U (en) 1983-03-03 1983-03-03 Medium size for making concrete blocks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3068083U JPS59137009U (en) 1983-03-03 1983-03-03 Medium size for making concrete blocks

Publications (2)

Publication Number Publication Date
JPS59137009U JPS59137009U (en) 1984-09-12
JPH0118326Y2 true JPH0118326Y2 (en) 1989-05-29

Family

ID=30161557

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3068083U Granted JPS59137009U (en) 1983-03-03 1983-03-03 Medium size for making concrete blocks

Country Status (1)

Country Link
JP (1) JPS59137009U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61229503A (en) * 1985-04-05 1986-10-13 小松プラント株式会社 Core frame for molding ditch block
JP5072984B2 (en) * 2009-12-22 2012-11-14 鶴田製作株式会社 Elevating mechanism of spacer member in core of concrete mold

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5313485A (en) * 1976-06-18 1978-02-07 Alfa Laval Ab Reagent tester and production method thereof

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5313485A (en) * 1976-06-18 1978-02-07 Alfa Laval Ab Reagent tester and production method thereof

Also Published As

Publication number Publication date
JPS59137009U (en) 1984-09-12

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