JPH0136570Y2 - - Google Patents

Info

Publication number
JPH0136570Y2
JPH0136570Y2 JP15727983U JP15727983U JPH0136570Y2 JP H0136570 Y2 JPH0136570 Y2 JP H0136570Y2 JP 15727983 U JP15727983 U JP 15727983U JP 15727983 U JP15727983 U JP 15727983U JP H0136570 Y2 JPH0136570 Y2 JP H0136570Y2
Authority
JP
Japan
Prior art keywords
core
plate
sides
plates
bottom 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
Application number
JP15727983U
Other languages
Japanese (ja)
Other versions
JPS6064810U (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 JP15727983U priority Critical patent/JPS6064810U/en
Publication of JPS6064810U publication Critical patent/JPS6064810U/en
Application granted granted Critical
Publication of JPH0136570Y2 publication Critical patent/JPH0136570Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案はコンクリートブロツク、特に矩形面
部の裏側に複数本平行する控部をもつ土木用下駄
形コンクリートブロツクの成形型枠に関する。
[Detailed Description of the Invention] This invention relates to a forming form for a concrete block, particularly a geta-shaped concrete block for civil engineering, which has a plurality of parallel retaining parts on the back side of a rectangular surface part.

護岸用、擁壁用等、「面」と「控え」からなる
土木用ブロツク、通称、間知ブロツクは作業者一
人で持上げられる程度のものが主であるが、最
近、「面」の寸法が一辺1m以上という大形ブロ
ツクも使用されるようになつて来た。上記下駄形
ブロツクもその例である。
Civil engineering blocks (commonly known as machi blocks), which are made up of a ``face'' and ``stacks'', are mainly used for bank protection, retaining walls, etc., and can only be lifted by one worker, but recently the dimensions of the ``face'' have increased. Large blocks with sides of 1 m or more have also come to be used. The clog-shaped block mentioned above is also an example.

この下駄形ブロツクの流込み成形用型枠は、そ
の「面」を底板で成形し、両側面、端面は夫々、
側板、端板で成形するが、下駄の歯にあたる
「控」の間の部分は別に型板を加えてやらねばな
らない、という面倒があつた。これは能率的に
も、寸法精度面でも問題で、この考案はこれを解
決したのである。
The cast molding mold for this geta-shaped block has its "face" formed by the bottom plate, and both sides and end faces are
It was formed using side plates and end plates, but there was the trouble of having to add a separate template for the part between the ``holds'', which corresponds to the teeth of the geta. This was a problem in terms of efficiency and dimensional accuracy, and this idea solved this problem.

次に図面を参照して、この考案の構成、実施態
様を説明する。
Next, the configuration and implementation of this invention will be explained with reference to the drawings.

第1〜3図に対象とする大形コンクリートブロ
ツクの一例を示す。矩形面部1の裏側に二本の平
行する控部2をつけている。面部1の両端面には
隣接ブロツクと噛合わす突条3、凹条4を設けて
いる。二本の控部2はやゝ膨出した頭部2aを有
するため、脱型時、型板が頭部2aにつかえて真
上に引上げられない、という問題がある。
Figures 1 to 3 show an example of a large concrete block. Two parallel retaining parts 2 are attached to the back side of the rectangular surface part 1. On both end faces of the surface portion 1, protrusions 3 and grooves 4 are provided which engage with adjacent blocks. Since the two retaining parts 2 have heads 2a that are slightly bulged, there is a problem in that during demolding, the template gets caught on the heads 2a and cannot be pulled straight up.

さて、この考案の型枠の実施例を第4〜6図に
示す。この実施例によつて考案の概要をまず述べ
ると、それは面部1表面を形成する底板10と、
この底板10の四辺に開閉可能につけた両側側板
11,11、端板12,12とからなり、両側側
板11,11は夫々両外側の控部2の外側面2b
と、これに続く面部裏面1b、側面1cを形成す
る屈曲板であり、両側端板12,12はコンクリ
ートブロツク両端面5,5とほゞ同形の平版であ
つて、その一方又は双方の、各控部2,2間凹陥
部12a底辺から型枠内方へ向けて型組み時水平
になるよう固定したU形溝用中子底板13と、こ
の中子底板13両縁に夫々回動可能に付けた両側
中子側板13a,13aと、これら両中子側板1
3a,13aを、その縁部が上記端板12中央凹
陥部12a内縁に当るように押付け固定し、製品
脱型時ゆるめる突張りゆるめ機構14とを備える
ことを特徴とするコンクリートブロツク成形型枠
である。
Examples of the formwork of this invention are shown in FIGS. 4-6. First, an outline of the invention will be described with reference to this embodiment.
The bottom plate 10 is made up of side plates 11, 11 and end plates 12, 12 attached to the four sides of the bottom plate 10 so as to be openable and closable.
This is a bent plate that forms the back surface 1b and side surface 1c of the side portion following this, and both side end plates 12, 12 are planar plates having substantially the same shape as both end surfaces 5, 5 of the concrete block, and each of one or both of them is A core bottom plate 13 for a U-shaped groove is fixed from the bottom of the concave part 12a between the retaining parts 2 and 2 so as to be horizontal during mold assembly, and a core bottom plate 13 is rotatable on both edges of the core bottom plate 13, respectively. Both core side plates 13a, 13a attached and both core side plates 1
3a, 13a are pressed and fixed so that their edges contact the inner edges of the central concave portion 12a of the end plate 12, and a tension loosening mechanism 14 is provided for loosening when demolding the product. be.

このブロツクの端面5(控部2の端面側)は平
面になつているため、端板12はその端面形状と
同じ平板で足りる。そこで、この端板12に両控
部2,2間を成形する型板(中子)を固定した。
これにより底板10の四辺に蝶番機構を介して取
付けた両側板11,11、両端板12,12を開
閉するだけで、上記中子も自動的に位置に着いた
り、開いたりする。能率的にも寸法精度上も好ま
しい型枠になつた。
Since the end face 5 of this block (the end face side of the retaining portion 2) is a flat surface, the end plate 12 can be a flat plate having the same shape as the end face. Therefore, a template (core) for forming the space between the retaining parts 2, 2 was fixed to the end plate 12.
As a result, by simply opening and closing the side plates 11, 11 and both end plates 12, 12 attached to the four sides of the bottom plate 10 via a hinge mechanism, the core is automatically positioned and opened. This formwork has become desirable in terms of efficiency and dimensional accuracy.

まず底板10は、第2図のブロツク面部1を成
形する同形の鋼板で、床上に平らに置かれる。
First, the bottom plate 10 is a steel plate having the same shape as the block surface 1 shown in FIG. 2, and is placed flat on the floor.

側板11は全幅一様に屈曲して、第4図に示す
ように下端は底板10に蝶番機構15で取付け、
上端にはコンクリート投入口Cの鍔となる鍔板1
6をその横幅分だけ付け、これに開閉時握る持手
17を付けている。型取み時、底板10と側板1
1の間からコンクリートが洩れないようになつて
いる事はいうまでもない。
The side plate 11 is bent uniformly across its entire width, and its lower end is attached to the bottom plate 10 with a hinge mechanism 15, as shown in FIG.
At the upper end is a collar plate 1 that serves as the collar for the concrete input port C.
6 by the width thereof, and a handle 17 to be gripped when opening and closing is attached. When making a mold, bottom plate 10 and side plate 1
Needless to say, the concrete is designed not to leak from between the holes.

端板12は前述のようにブロツクの端面形状と
同じ平板で、底板10に蝶番機構15を介して取
付け上端にコンクリート投入口Cの鍔板16aを
付けている。平板といつても、ブロツク端面5の
合端(あいば)の位置に第3図に示す突条3、凹
条4を作つているので、型枠端板12も第6図の
断面のように突条23、凹条24をもつている。
As described above, the end plate 12 is a flat plate having the same shape as the end face of the block, and is attached to the bottom plate 10 via the hinge mechanism 15, and has the flange plate 16a of the concrete input port C attached to the upper end. Even though it is called a flat plate, the protrusions 3 and grooves 4 shown in Fig. 3 are made at the joint ends of the block end faces 5, so the formwork end plate 12 also has a cross section as shown in Fig. 6. It has protrusions 23 and grooves 24.

さて、この平板状端板12の中央凹陥部12a
底辺から型枠内方へ直角に(型組み時、水平にな
る)、中子底板13が突き出ている。この例では
両端板12,12夫々から内方へ向つた中子底板
13,13が型枠中央で突合わせる。第5,6図
にその突合わせ線18を示している。なお片側の
端板12だけに反対側端板12まで届く中子底板
13を付けてもよいが、長いため脱型時、手で開
きにくゝなる。
Now, the central concave portion 12a of this flat end plate 12
A core bottom plate 13 protrudes from the bottom at a right angle (horizontally when assembling) into the formwork. In this example, core bottom plates 13, 13 facing inward from both end plates 12, 12, respectively, butt against each other at the center of the formwork. The butt line 18 is shown in FIGS. 5 and 6. Note that a core bottom plate 13 that reaches the opposite end plate 12 may be attached only to the end plate 12 on one side, but since it is long, it becomes difficult to open it by hand when demolding.

第5図に鎖線で示した端板12に中子底板13
を付けた状態が分りやすいが、中子底板13の両
縁に蝶番機構15を介して中子側板13aを付け
ている。この中子側板13aの上端にもコンクリ
ート投入口の鍔板16bをつけている。両側の中
子側板13a,13aを突張りゆるめ機構14で
つなぎ、その持手14aを持つて引上げると第5
図鎖線のように内方へ寄り、さらに外方へ引けば
端板12もろ共、第6図に鎖線で示すように完全
に開く。
The core bottom plate 13 is attached to the end plate 12 shown by the chain line in FIG.
It is easy to see that the core side plates 13a are attached to both edges of the core bottom plate 13 via hinge mechanisms 15. A flange plate 16b for a concrete inlet is also attached to the upper end of this core side plate 13a. The core side plates 13a, 13a on both sides are connected by the tension loosening mechanism 14, and when the handle 14a is pulled up, the fifth
If you move it inward as shown by the chain line in the figure and then pull it further outward, the end plate 12 as well as the end plate 12 will be completely opened as shown by the chain line in FIG.

なお、側板11も、その持手17を握り外側へ
開けば第4,5図に鎖線で示すように完全に開
く。そこで、クレーンにより硬化したコンクリー
ト製品を吊出すのである。
The side plate 11 can also be opened completely by grasping its handle 17 and opening it outward as shown by the chain lines in FIGS. 4 and 5. Therefore, the hardened concrete product is lifted out using a crane.

次に型枠を組む順序で、型枠締付機構も説明す
る。まず第6図鎖線のように開いた中子つき端板
12を垂直に起こすと、同図実線のように両側の
中子底板13,13が突合せ線18で合わさる。
持手14aを押込むと突張りゆるめ機構14の突
張り作用により中子側板13aも成形位置につく
(第4,5図参照)。
Next, the formwork tightening mechanism will also be explained in the order in which the formwork is assembled. First, when the open end plate 12 with the core is raised vertically as shown by the chain line in FIG. 6, the core bottom plates 13, 13 on both sides are brought together at the butt line 18, as shown by the solid line in the figure.
When the handle 14a is pushed in, the core side plate 13a is also brought to the molding position by the tension action of the tension loosening mechanism 14 (see FIGS. 4 and 5).

そこで、片方の中子底板13上面に取付けた締
付けクランプ19の掛け金20を相手側中子底板
13に付けた受金具21に掛け、クランプハンド
ル22を倒すと、両側の中子底板13、中子側板
13aは共に水密に締合わされる。
Therefore, when the latch 20 of the tightening clamp 19 attached to the upper surface of the core bottom plate 13 on one side is hooked to the bracket 21 attached to the other side core bottom plate 13 and the clamp handle 22 is pushed down, the core bottom plates 13 on both sides and the core The side plates 13a are fastened together watertight.

それから両側側板11,11を起こすと、その
両縁が端板12,12の両端縁に当ると共に、上
端の鍔板16が端板の鍔板16a端に当る。中子
側板の鍔板16bは既に端板鍔板16aの反対端
に当つているので、コンクリート投入口Cを囲む
四辺の鍔板が揃う。そこで鍔板16の両端と、二
本つながる鍔板16b夫々の端につけた締合せ機
構、この場合、トグルランプ25のハンドル26
を押下げて型組みを終るのである。なお、コンク
リート投入口Cを囲む四本の鍔板16,16a,
16a,16bは相対位置を正す位置決め係合板
片27,28を夫々の端部に付けている。
Then, when the both side plates 11, 11 are raised, both edges thereof touch both edges of the end plates 12, 12, and the upper end flange plate 16 abuts against the edge of the flange plate 16a of the end plate. Since the flange plate 16b of the core side plate is already in contact with the opposite end of the end plate flange plate 16a, the flange plates on the four sides surrounding the concrete input port C are aligned. Therefore, a tightening mechanism is attached to both ends of the collar plate 16 and each end of the two connected collar plates 16b, in this case, the handle 26 of the toggle lamp 25.
Press down to finish molding. In addition, four collar plates 16, 16a, surrounding the concrete input port C,
16a and 16b have positioning engagement plate pieces 27 and 28 attached to their respective ends to correct the relative position.

以上、一実施例によつて説明したが、この考案
はその要旨を変えることなく、設計者の公知技術
により実施条件に合わせて適宜変化、応用すべき
ものである事はいうまでもない。
Although one embodiment has been described above, it goes without saying that this invention should be modified and applied as appropriate according to the implementation conditions using the well-known techniques of the designer without changing its gist.

この考案は一辺1m又はそれ以上の大きなもの
となる下駄形ブロツクの複数本の控部間を成形す
るため、従来のように外側を成形する底板、側
板、端板とは別に中子とその支持機構を設けるの
でなく、端板に中子を作り付けした。
This idea was developed to mold between the multiple retaining parts of a geta-shaped block that is 1 m or more on a side, so the core and its support are separately molded from the bottom plate, side plates, and end plates that form the outside as in the past. Rather than providing a mechanism, a core was built into the end plate.

端板を成形姿勢に立てると、中子も同時に成形
位置に着くので、能率と寸法精度が高まり、設備
も筒素である。ブロツクの控部上端は膨出してい
るので中子をそのまゝ上方へ抜出せないが、中子
を底板と側板に分けて屈析できるようにしたから
脱型時、すぼめて抜出せる。そのため両側中子側
板を突張りゆるめ機構でつないだので、型組み時
は突張らせておき、脱型時これをゆるめると同時
に、そのまゝ外方へ引いて端板もろ共、開放する
事ができるので、中子すぼめ作業と端板開放作業
が持手をかえることなく一気に行われる。そして
型組み時も、端板を起こす作業と、中子を成形態
勢に突張らす作業を一気に行えるのである。
When the end plate is placed in the molding position, the core also arrives at the molding position at the same time, increasing efficiency and dimensional accuracy, and the equipment is cylindrical. The upper end of the retaining part of the block bulges out, so the core cannot be pulled out upwards, but since the core is divided into a bottom plate and side plates so that they can be bent, it can be squeezed and pulled out when demolding. For this reason, the core side plates on both sides are connected by a tensile loosening mechanism, so they are tensioned during mold assembly, and when removed from the mold, they are loosened and pulled outward to release the end plates as well. As a result, core shrinking work and end plate opening work can be done at once without changing the handle. And when assembling the mold, the work of raising the end plates and the work of pushing the core into the molding position can be done all at once.

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

第1,2,3図はこの考が対象とするコンクリ
ートブロツクの一例の立面図、底面図、側面図、
第4図はこの考案一実施例の立面図(第5図のX
−X断面)、第5図はその平面図、第6図は第5
図のY−Y断面図である。 10……底板、11……側板、12……端板。
Figures 1, 2, and 3 are an elevation view, a bottom view, and a side view of an example of a concrete block targeted by this idea.
Figure 4 is an elevational view of an embodiment of this invention (X in Figure 5).
-X cross section), Figure 5 is its plan view, Figure 6 is the
It is a YY cross-sectional view of the figure. 10... Bottom plate, 11... Side plate, 12... End plate.

Claims (1)

【実用新案登録請求の範囲】 矩形面部の裏側に複数本平行する控部をもつ土
木用下駄形コンクリートブロツクの成形型枠であ
つて、 上記面部表面を形成する底板と、この底板の四
辺に開閉可能につけた両側側板、端板とからな
り、 上記両側側板は夫々両外側の上記控部外側面
と、これに続く面部裏面、側面を形成する屈曲板
であり、 上記両側端板は上記コンクリートブロツク両端
面とほゞ同形の平板であつて、その一方又は双方
の、各控部間凹陥部底辺から型枠内方へ向けて、
型組み時水平になるよう固定したU形溝用中子底
板と、この中子底板両縁に夫々回動可能に付けた
両側中子側板と、これら両中子側板を、その縁部
が上記端板凹陥部内縁に当るように押付け固定
し、製品脱型時ゆるめる突張りゆるめ機構とを備
えることを特徴とするコンクリートブロツク成形
型枠。
[Scope of Claim for Utility Model Registration] A molding form for a geta-shaped concrete block for civil engineering, which has a plurality of parallel retaining parts on the back side of a rectangular surface part, which includes a bottom plate forming the surface of the surface part, and opening and closing on the four sides of this bottom plate. It consists of side plates and end plates attached on both sides, and the side plates on both sides are bent plates that form the outer surfaces of the retaining part on both outsides, and the back and sides of the side parts that follow, and the end plates on both sides A flat plate having substantially the same shape as both end faces, from the bottom of the concave part between each retaining part of one or both of them, toward the inside of the formwork,
The core bottom plate for the U-shaped groove is fixed horizontally during mold assembly, the core side plates on both sides are rotatably attached to both edges of this core bottom plate, and the edges of these core side plates are A formwork for forming a concrete block, characterized in that it is equipped with a tension loosening mechanism that presses and fixes the end plate so as to touch the inner edge of the concave part and loosens it when the product is demolded.
JP15727983U 1983-10-13 1983-10-13 Concrete block molding formwork Granted JPS6064810U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15727983U JPS6064810U (en) 1983-10-13 1983-10-13 Concrete block molding formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15727983U JPS6064810U (en) 1983-10-13 1983-10-13 Concrete block molding formwork

Publications (2)

Publication Number Publication Date
JPS6064810U JPS6064810U (en) 1985-05-08
JPH0136570Y2 true JPH0136570Y2 (en) 1989-11-07

Family

ID=30346801

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15727983U Granted JPS6064810U (en) 1983-10-13 1983-10-13 Concrete block molding formwork

Country Status (1)

Country Link
JP (1) JPS6064810U (en)

Also Published As

Publication number Publication date
JPS6064810U (en) 1985-05-08

Similar Documents

Publication Publication Date Title
US5817248A (en) Mold for structural blocks
JPH0136570Y2 (en)
JPH0529706U (en) Formwork for manufacturing tubular concrete products
JPH0235865Y2 (en)
JPS586663Y2 (en) Formwork for manufacturing various box culverts
JP3633688B2 (en) Retaining wall and gutter block manufacturing core device
JP4050872B2 (en) Formwork equipment for concrete block molding
CN210850727U (en) A flange mould for prefabricated component production
JPH0242408Y2 (en)
JPH031225Y2 (en)
JPH0820013A (en) Formwork for manufacture of segment
JPS6118977Y2 (en)
KR200303826Y1 (en) Form Panel for Opening Part of Building Wall
JP2965508B2 (en) Formwork equipment for concrete product molding
JPH10249840A (en) Steel form for tubular concrete structure mold
JPH06312415A (en) Form for forming box shaped stacking block with overhang plates
JPH04166560A (en) System mold
JPS6030022Y2 (en) Formwork for freestanding blocks
JP3065869U (en) Retaining wall block
JPS6126535Y2 (en)
JPH0754336Y2 (en) Formwork for odd-shaped blocks
JPH0118706Y2 (en)
US2709291A (en) Molds for use in building walls
JP2568493Y2 (en) Construction formwork
JPH11198118A (en) Form for manufacturing cylindrical block