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JPS5830803B2 - Concrete block molding method and molding equipment - Google Patents
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JPS5830803B2 - Concrete block molding method and molding equipment - Google Patents

Concrete block molding method and molding equipment

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Publication number
JPS5830803B2
JPS5830803B2 JP54022288A JP2228879A JPS5830803B2 JP S5830803 B2 JPS5830803 B2 JP S5830803B2 JP 54022288 A JP54022288 A JP 54022288A JP 2228879 A JP2228879 A JP 2228879A JP S5830803 B2 JPS5830803 B2 JP S5830803B2
Authority
JP
Japan
Prior art keywords
plate
concrete
concrete block
molding
formwork
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
JP54022288A
Other languages
Japanese (ja)
Other versions
JPS55114516A (en
Inventor
弘 木村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP54022288A priority Critical patent/JPS5830803B2/en
Publication of JPS55114516A publication Critical patent/JPS55114516A/en
Publication of JPS5830803B2 publication Critical patent/JPS5830803B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は土留用コンクリートブロックの如く薄物のコン
クリート成形量を生産するための成形方法、並びにその
方法を実施する成形装置に関する本発明に係るコンクリ
ートブロックの実施例を第1図に示し、更に他の実施例
の側面を第2図に示す。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a forming method for producing a thin concrete molded quantity such as a concrete block for earth retention, and a forming apparatus for carrying out the method. 2, and a side view of another embodiment is shown in FIG.

図において1は鉛直整板、2は傾斜底板、3は補強用リ
ブ、4は側縁、5は側縁の突条又はこれに嵌合する溝条
である。
In the figure, 1 is a vertical adjustment plate, 2 is an inclined bottom plate, 3 is a reinforcing rib, 4 is a side edge, and 5 is a protrusion on the side edge or a groove that fits into the side edge.

鉛直整板1と傾斜底板2の交角は通常105°で使用に
際し相互に突、溝条5を嵌合させなから側縁4を密着し
て連設し該コンクリートブロック背面(補強用リブ面)
に土盛し基礎工事を要しないで造成地等の境界壁として
機能を提供する。
The intersection angle of the vertical adjustment plate 1 and the inclined bottom plate 2 is normally 105°, and when used, they are mutually protruding, and without fitting the grooves 5, the side edges 4 are closely connected and connected, and the back surface of the concrete block (reinforcing rib surface)
Provides a function as a boundary wall of a developed area, etc., without requiring foundation work.

従って工事の簡略、薄肉ブロックによる土地の活用性、
改造工事の容易性等からその利用価値は多い。
Therefore, construction work is simplified, land can be used more effectively with thin-walled blocks,
It has a lot of utility value because of the ease of modification work.

しかし反面、鉛直整板1は用途に応じて高さ2mに達し
充分な耐圧強度更に天災地変による耐震強度が不可欠の
要件となる。
However, on the other hand, the vertical adjustment plate 1 may reach a height of 2 m depending on the application, and must have sufficient pressure resistance and seismic resistance against natural disasters.

更に鉛直堅板表面は用途に応じて必然的に美観を要求さ
れる等工場量産に際しその課題は多数存在する。
Furthermore, there are many issues in mass production in a factory, such as the fact that the surface of a vertical hard board is necessarily aesthetically pleasing depending on the application.

次に該コンクリートブロックに関する従来の成形方法並
びにその成形装置は特公昭51−44009公報に開示
された発明に代表される。
Next, the conventional molding method and molding apparatus for the concrete block are typified by the invention disclosed in Japanese Patent Publication No. 51-44009.

その要約は第3図に示すように方形に枠囲いされた成形
床6に、補強リブ形状に形成され空気抜孔9を有する乗
せ板部7を架乗させ、更に乗せ板部7の縦部に係着した
縦板部8の結合によって型枠を構成し、離型剤を塗布し
たのち適宜振動を与えながらホッパー10から生コンク
リートを打設する。
The summary is as shown in Fig. 3, a mounting plate 7 formed in the shape of reinforcing ribs and having an air vent hole 9 is mounted on a molded bed 6 surrounded by a rectangular frame, and the vertical part of the mounting plate 7 is A formwork is constructed by joining together the vertical plate parts 8, and after applying a mold release agent, fresh concrete is poured from a hopper 10 while giving appropriate vibrations.

しかる後、型枠をビニール等で覆い飽和蒸気によって1
〜3時間強制加熱養生を施すものである。
After that, cover the formwork with vinyl etc. and heat it with saturated steam.
Forced heat curing is applied for ~3 hours.

この成形方法においては型枠が閉鎖的で離型剤の塗布が
困難である。
In this molding method, the mold is closed and it is difficult to apply a mold release agent.

・強制加熱によって惹起する型枠の熱応力変形と生コン
ク’J −pの重力の方向が第3図矢印の方向に重複す
るため、該コンクリートブロックの補強リブ並びに鉛直
整板と傾斜底板の接合部分に亀裂を生じ易く、強度が著
しく減殺される。
・Since the thermal stress deformation of the formwork caused by forced heating and the direction of the gravity of the fresh concrete 'J-p overlap in the direction of the arrow in Figure 3, the reinforcing ribs of the concrete block and the connection of the vertical plate and the inclined bottom plate are Cracks are likely to occur in the parts, and the strength is significantly reduced.

・生コンクリ−ト打設に際し残存空気の脱泡、成分の均
一化を目的として型枠に振動を与えるが型枠が閉鎖的で
あるため適正振動量の判断が困難で、空気の残存又は骨
材分離を往々に惹起し強度欠陥を生ずる。
・When pouring fresh concrete, vibration is applied to the formwork for the purpose of defoaming residual air and homogenizing the composition, but since the formwork is closed, it is difficult to judge the appropriate amount of vibration, and the residual air or bone Often causes material separation and strength defects.

・成形後脱型、運搬が難渋で上湯量産に適しない。・It is difficult to demold and transport after molding, making it unsuitable for mass production of hot water.

・鉛直整板表面が型枠配設面と密着するため鉄面の美観
のための化粧処理工法が極めて制限される。
・Since the surface of the vertical plate is in close contact with the formwork installation surface, decorative treatment methods for improving the appearance of the iron surface are extremely limited.

等の重要な欠点が存在する。上述に鑑み従来技術の欠点
を除去し、上湯量産に適する新規生産方法とこれに基づ
く装置を提供するのが本発明の目的である。
There are important drawbacks such as: In view of the above, it is an object of the present invention to eliminate the drawbacks of the prior art and to provide a new production method suitable for mass production of hot water and an apparatus based thereon.

まづ本発明の成形方法を詳述する。First, the molding method of the present invention will be explained in detail.

第4図〜第6図に本方法による一実施例を示す。An embodiment of this method is shown in FIGS. 4 to 6.

図において11は型枠の成形型部、14,15は鉛直整
板並びに傾斜底板背面の補強リブに対応して構成された
リブ成形溝部、12は脚部、13は脱着自在に係止する
振動器である。
In the figure, 11 is the mold part of the formwork, 14 and 15 are rib molding grooves configured to correspond to the reinforcing ribs on the back of the vertical straightening plate and the inclined bottom plate, 12 is the leg part, and 13 is the vibration that is removably engaged. It is a vessel.

通常コンクリート成形は型枠を用いるが、本発明では第
4図のように型枠は成形後の鉛直整板表面を上面にして
且略々水平になるようにし傾斜底板は略々垂下するよう
に配設する。
Normally, a formwork is used for concrete forming, but in the present invention, as shown in Fig. 4, the formwork is made so that the surface of the vertical plate after forming is the top surface and is almost horizontal, and the inclined bottom plate is made to hang down almost. Arrange.

型枠は水平上面のみを無用とし、他の面はすべて形状に
応じ方形等に枠囲いする。
Only the horizontal upper surface of the formwork will be left unused, and all other surfaces will be enclosed in a rectangular shape depending on the shape.

次に型枠内面に離型剤をスプレーし、別に骨組された鉄
筋を挿入定置する。
Next, a mold release agent is sprayed on the inside of the form, and separately framed reinforcing bars are inserted and set in place.

成形は振動器13によって型枠全体に振動を与えながら
生コンクリートを該水平上面の開口部から充填して行う
Molding is carried out by filling the formwork with fresh concrete from the opening in the horizontal upper surface while applying vibration to the entire formwork using a vibrator 13.

振動は充填された水平部分の脱泡、脱水状態を確認しな
がら量を調整する。
Adjust the amount of vibration while checking the defoaming and dehydration status of the filled horizontal part.

更に用途に応じて鉛直整板表面の化粧処理を任意な手段
を選択して生コンクリートの型枠中の養生過程において
自由に施す。
Further, depending on the application, the surface of the vertically leveled plate can be decorated by any means selected and freely applied during the curing process in the fresh concrete formwork.

該処理の前又は後にビニール等で型枠全体を覆布して1
〜3時間蒸気加熱によって養生し、脱型時間の短縮を図
り生産サイクルを増加させる。
Before or after this treatment, cover the entire formwork with vinyl etc.
Cured by steam heating for ~3 hours to shorten demolding time and increase production cycle.

本発明の方法による効果は・型枠が開放的で水平開口部
が大きく離型剤の塗布が容易であって、該コンクリート
ブロックの脱型が円滑に実施できる。
The effects of the method of the present invention are: - The formwork is open and has a large horizontal opening, making it easy to apply a mold release agent, and the concrete block can be demolded smoothly.

・型枠の物理的構成から型枠の熱応力歪が生コンクリー
トの重力方向と相反するため、実質的変形が極めて減殺
され上述の亀裂は惹起しない。
- Due to the physical structure of the formwork, the thermal stress strain of the formwork is opposite to the direction of gravity of the fresh concrete, so substantial deformation is extremely reduced and the above-mentioned cracks do not occur.

・水平開口部表面の生コンクリートの状態を目視で的確
に判断できるので、特に熟練を必要としないで適正振動
量を調整し強度欠陥の発生を防止する。
- Since the condition of the fresh concrete on the surface of the horizontal opening can be accurately judged visually, the appropriate amount of vibration can be adjusted without requiring special skill to prevent the occurrence of strength defects.

・鉛直整板表面の化粧を上述のように施すことができる
ので低床にして美麗な該コンクリートブロックを生産し
該ブロックの用途を広範にする。
- Since the surface of the vertically leveled plate can be decorated as described above, the concrete block can be produced with a low floor and beautiful appearance, and the uses of the block can be widened.

以上が認められる。The above is accepted.

次に本発明方法を実施するための成形装置を実施例に基
づいて説明する。
Next, a molding apparatus for implementing the method of the present invention will be described based on examples.

(既に記述した事項は説明を省く)第4図〜第10図に
一実施例を示す。
(Explanation of matters already described will be omitted.) One embodiment is shown in FIGS. 4 to 10.

16は型枠の側板部、18は同じく押え板部、19は補
強材、20は該コンクリートブロックに付設される運搬
用透孔を付与するための円孔である。
16 is a side plate of the formwork, 18 is a holding plate, 19 is a reinforcing material, and 20 is a circular hole for providing a through hole for transportation attached to the concrete block.

成形型部11は第7,8図に示す如く該コンクリートブ
ロックの補強リブを形成するため溝部14゜15を具備
し該溝部は脱型を容易にするためテーパ形状とする。
As shown in FIGS. 7 and 8, the mold section 11 is provided with grooves 14 and 15 for forming reinforcing ribs for the concrete block, and the grooves are tapered to facilitate demolding.

更に成形型部11は変形を配慮して板厚2〜3耗の鋼板
を用い、溝部14,15はプレス加工によって形成する
Further, the mold part 11 is made of a steel plate with a thickness of 2 to 3 wear in consideration of deformation, and the groove parts 14 and 15 are formed by press working.

一方形成型部11の垂下部分は傾斜底板の側縁に相当す
る枠囲いした側板11′を一体に具備し、同じく水平部
分は溝部14と底板のみを構成し、鉛直整板の板厚相当
の枠囲した側板部を一体に構成しない。
On the other hand, the hanging part of the forming mold part 11 is integrally equipped with a side plate 11' surrounded by a frame corresponding to the side edge of the inclined bottom plate, and similarly, the horizontal part consists only of the groove part 14 and the bottom plate, and has a thickness equivalent to that of the vertical straightening plate. The enclosed side plate portion is not constructed integrally.

他方垂下部分の傾斜底板表面形成の枠囲いとして押え板
18が第8図矢印方向に着脱自在となるよう係止する。
On the other hand, a presser plate 18, which serves as a frame for forming the surface of the inclined bottom plate of the hanging portion, is locked so as to be detachable in the direction of the arrow in FIG.

又鉛直堅板側縁の板厚相当の枠囲いとしてE、F。In addition, E and F are used as frame enclosures equivalent to the thickness of the vertical hardboard side edges.

G、方向に側板部16を着脱自在に係止する。The side plate portion 16 is removably locked in the G direction.

側板部16は図示しないが必要に応じて突条5又は溝条
5に相当する条部を付与する。
Although not shown in the drawings, the side plate portion 16 is provided with a strip corresponding to the protrusion 5 or the groove 5 as necessary.

該係止はセットボルト等慣用手段によるが側板部16は
第7図のように蝶番17を用いて枢支し矢印方向に解放
自在にすることがある。
The locking is done by a conventional means such as a set bolt, but the side plate 16 may be pivoted using a hinge 17 as shown in FIG. 7 so that it can be freely released in the direction of the arrow.

更に戒型部11を第10図のように定設面に対して転動
し得るように曲線部21を具備する脚部12に架設固着
する。
Furthermore, as shown in FIG. 10, the guide mold part 11 is constructed and fixed to the leg part 12 having a curved part 21 so as to be able to roll against a fixed surface.

脚部12は丸棒を用い補強を加える。The leg portions 12 are reinforced using round bars.

又図示しないが成形型部11の背部の中央リブ用溝部に
方形板を挿入し、鉄板に押ボルト機構を取付は成形型部
11の外部から該押ボルトを操作することによって、鉄
板を上方に押上しコンクリートの離型促進の機構を付与
することがある。
Although not shown, a square plate is inserted into the central rib groove on the back of the mold part 11, and a push bolt mechanism is attached to the iron plate by operating the push bolt from outside the mold part 11 to move the iron plate upward. It may provide a mechanism to promote the release of pressed concrete.

以上の構成による成形装置に生コンクリートを充填し上
述の工法を施す。
The forming apparatus having the above configuration is filled with ready-mixed concrete and the above-mentioned construction method is applied.

尚、円孔20には丸棒を貫挿し透孔を成形するようにし
ておく。
Note that a round rod is inserted through the circular hole 20 to form a through hole.

生コンクリート充填の8〜24時間経過後該丸棒を撤去
すると共に、側板部16、押え板部18を開放して成形
型部11.脚部12に打撃を与えコンクリートの離型を
促進する。
After 8 to 24 hours of filling the fresh concrete, the round bar is removed, the side plate part 16 and the holding plate part 18 are opened, and the mold part 11. A blow is applied to the leg portion 12 to promote release of the concrete.

次に第11図のように脚部20に人力等の外力を付与す
ると、該コンクリートブロックの重力によるモーメント
が作用して、容易に転勤回転して該ブロックは脱型し自
動的に図示のように狭い場所に傾斜底板を重ねて整夕I
ル、そのまま完全硬化を図ることができる。
Next, when an external force such as human power is applied to the leg portion 20 as shown in FIG. 11, a moment due to gravity acts on the concrete block, and the block is easily rotated and demolded, automatically as shown in the figure. Layering the sloped bottom plates in a narrow space allows for smoothing.
can be completely cured as is.

形成装置は約0.3米づつ後退させ速やかに次の打設準
備に着手し、効率的に生産サイクルを繰返す。
The forming equipment is moved back approximately 0.3 meters in increments and immediately begins preparation for the next pour, effectively repeating the production cycle.

本発明の成形装置は上述の新規成形方法実施に基づく効
果はもとより更に従来のように特殊の運搬手段による脱
型、搬送の必要はなく且それに随伴する破損、広大なス
ペース等は救済される特有の効果を有する。
The molding apparatus of the present invention not only has the effects of implementing the above-mentioned new molding method, but also has the unique feature that there is no need for demolding and transport using special transport means as in the past, and the accompanying damage and vast space can be saved. It has the effect of

以上詳記のように本出願に係る2発明は、品質が均−且
高位安定の薄肉コンクリートブロックを不良率少く効率
的に安定生産を可能にし、更に脱型搬送の難渋を解消す
ると共に、表面の化粧処理を多目的に施工を可能にして
用途領域を拡大する等有用な価値を奏するものである。
As detailed above, the two inventions of the present application enable efficient and stable production of thin-walled concrete blocks of uniform quality and high level stability with a low defect rate. It has useful value, such as making it possible to perform multi-purpose cosmetic treatments and expanding the range of applications.

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

第1図は土留用コンクリートブロックの一実施例の斜視
図、第2図は同じく他の実施例の側面図、第3図は従来
技術による生産方法を示す斜視図である。 第4図は本発明による成形装置の正面図、第5図は成形
型部の平面図、第6図は同じく側面図を示す。 又第7図は成形装置AN断面図、第8図はBB’断面図
、第9図は側板部斜視図、第10図は押え板部斜視図を
示す。 更に第11図は本発明による脱型状態を示す正面図であ
る。 主な符号の説明、1は鉛直整板、2は傾斜底板、11は
成形型部、16は側板部、18は押え板部、12は脚部
、を示す。
FIG. 1 is a perspective view of one embodiment of a concrete block for earth retention, FIG. 2 is a side view of another embodiment, and FIG. 3 is a perspective view showing a production method according to the prior art. FIG. 4 is a front view of the molding apparatus according to the present invention, FIG. 5 is a plan view of the mold section, and FIG. 6 is a side view. 7 is a sectional view of the forming apparatus AN, FIG. 8 is a sectional view BB', FIG. 9 is a perspective view of the side plate, and FIG. 10 is a perspective view of the presser plate. Further, FIG. 11 is a front view showing a demolded state according to the present invention. Explanation of main symbols: 1 indicates a vertical adjustment plate, 2 indicates an inclined bottom plate, 11 indicates a mold section, 16 indicates a side plate section, 18 indicates a presser plate section, and 12 indicates a leg section.

Claims (1)

【特許請求の範囲】 1 鉛直整板と傾斜底板とが略々L状に連設されその背
面に補強用リブを具備する薄物のコンクリートブロック
の成形方法において、該コンクリートブロックの形状に
応じて構成された生コンクリート打設用型枠を該鉛直整
板の表面が略々水平にして且該傾斜底板が略々垂下する
ように配設し、該型枠に振動を与えながら生コンクリー
トを該型枠の水平開口部分から打設し、強制加熱により
コンクリート養生を施すことを特徴とする該コンクリー
トブロックの成形方法。 21項記載の成形方法において該型枠が該コンクリート
ブロックの背面リブ形状に応じて構成された成形型部、
鉛直整板肉厚相当の側板部、並びに傾斜底板表面相当の
押へ板部の組合せからなり該側板部、押え板部は成形型
部に着脱自在に係着され且該成形型部は配設面に対して
該コンクIJ −ドブ爾ツクの脱型方向に転動させる曲
線部分を具備する脚部を有することを特徴とする該成形
方法を実施する成形装置。
[Scope of Claims] 1. A method for forming a thin concrete block in which a vertical straight plate and an inclined bottom plate are arranged in a substantially L-shape, and a reinforcing rib is provided on the back surface of the thin concrete block, which is configured according to the shape of the concrete block. The ready-mixed concrete pouring form is placed so that the surface of the vertical leveling plate is approximately horizontal and the inclined bottom plate is substantially hanging down, and the ready-mixed concrete is poured into the form while applying vibration to the formwork. A method for forming a concrete block, characterized by pouring from the horizontal opening of a frame and curing the concrete by forced heating. In the molding method according to item 21, the mold part is configured according to the shape of the back rib of the concrete block,
It consists of a combination of a side plate part corresponding to the wall thickness of the vertically leveled plate and a pressing plate part corresponding to the surface of the inclined bottom plate, and the side plate part and the pressing plate part are removably attached to the mold part, and the mold part is arranged. A molding device for carrying out the molding method, characterized in that it has a leg portion having a curved portion that rolls the concrete IJ-dob in the direction of demolding against a surface.
JP54022288A 1979-02-27 1979-02-27 Concrete block molding method and molding equipment Expired JPS5830803B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP54022288A JPS5830803B2 (en) 1979-02-27 1979-02-27 Concrete block molding method and molding equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP54022288A JPS5830803B2 (en) 1979-02-27 1979-02-27 Concrete block molding method and molding equipment

Publications (2)

Publication Number Publication Date
JPS55114516A JPS55114516A (en) 1980-09-03
JPS5830803B2 true JPS5830803B2 (en) 1983-07-01

Family

ID=12078550

Family Applications (1)

Application Number Title Priority Date Filing Date
JP54022288A Expired JPS5830803B2 (en) 1979-02-27 1979-02-27 Concrete block molding method and molding equipment

Country Status (1)

Country Link
JP (1) JPS5830803B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03500089A (en) * 1988-04-21 1991-01-10 マーポス、ソチエタ、ペル、アツィオーニ Master member and its manufacturing method

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59190507U (en) * 1983-06-01 1984-12-18 垣見 実 Concrete block forming equipment
JPS6024508U (en) * 1983-07-26 1985-02-19 垣見 實 Concrete block forming equipment
JP2017133203A (en) * 2016-01-26 2017-08-03 日本資材研究所合同会社 Concrete block for retaining wall and concrete block manufacturing framework for retaining wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03500089A (en) * 1988-04-21 1991-01-10 マーポス、ソチエタ、ペル、アツィオーニ Master member and its manufacturing method

Also Published As

Publication number Publication date
JPS55114516A (en) 1980-09-03

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