JP2002321211A - Method and apparatus for molding l-shaped earth retaining concrete block - Google Patents

Method and apparatus for molding l-shaped earth retaining concrete block

Info

Publication number
JP2002321211A
JP2002321211A JP2001125192A JP2001125192A JP2002321211A JP 2002321211 A JP2002321211 A JP 2002321211A JP 2001125192 A JP2001125192 A JP 2001125192A JP 2001125192 A JP2001125192 A JP 2001125192A JP 2002321211 A JP2002321211 A JP 2002321211A
Authority
JP
Japan
Prior art keywords
molding
vertical wall
frame
bottom plate
concrete
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.)
Pending
Application number
JP2001125192A
Other languages
Japanese (ja)
Inventor
Osamu Iwamoto
治 岩本
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 JP2001125192A priority Critical patent/JP2002321211A/en
Publication of JP2002321211A publication Critical patent/JP2002321211A/en
Pending legal-status Critical Current

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  • Retaining Walls (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a method and an apparatus which can mold concrete block of high quality with a high degree of productivity by a method wherein ready mixed concrete is cast into a molding form 18, in which a vertical frame part 11 having a molding cavity for a vertical wall part 2 is made integral to a bottom plate frame part 12 having a molding cavity for a bottom plate part 3 to mold an L-shaped earth retaining concrete block 1, in which the vertical wall part 2 is made integral to the bottom plate part 3. SOLUTION: In the molding method, the vertical frame part 11 is set horizontally to cast ready mixed concrete C into an upper opening, and a temporary cover 14 is fixed onto the opening, and then the orientation of the molding form 18 is changed, and the frame part 11 is made vertical to set the bottom frame part 12 upward, following which the cover 14 is brought into surface contact with a vertically fixed cover 22 so as to be connected, and the concrete C is supplied from the part 12 and cured to remove the frames. In the molding apparatus 10, a molding form 20, in which the molding form 18 is mounted on a frame 19, is combined with an upright fixing cover plate 21 having the cover 22.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、土留め壁となる縦
壁部と、土面上に定置する底板部がL字状に一体にな
り、その背面に土盛して造成地の土留め壁や宅地等の境
界壁を形成するのに使用する土留め用エル形コンクリー
トブロックの成形方法と成形装置に関するものである。
以下、土留め用エル形コンクリートブロックを、エルコ
ンブロックと略称する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an earth retaining wall which is formed by integrating a vertical wall portion serving as an earth retaining wall and a bottom plate portion fixed on the earth surface in an L-shape. The present invention relates to a molding method and a molding apparatus for an earth retaining concrete block used for forming a boundary wall such as a wall or a residential land.
Hereinafter, the elbow concrete block for earth retaining is abbreviated as an elcon block.

【0002】[0002]

【従来の技術】前記のエルコンブロック1は(図6参
照)板状の縦壁部2と板状の底板部3がL字形に一体に
交差すると共に、縦壁部2と底板部3の背面(L字形の
内側)に補強リブ4を隆設した基本形状を有し、底板部
3を地面に定置して縦壁部2の側面5を相互に接して並
列に配列し、背面に土盛して簡便かつ迅速に土留め工事
や宅地等の境界壁工事が施工できるので近年極めて普及
している。
2. Description of the Related Art The above-mentioned elcon block 1 (see FIG. 6) has a plate-shaped vertical wall portion 2 and a plate-shaped bottom plate portion 3 which intersect integrally in an L-shape, and a back surface of the vertical wall portion 2 and the bottom plate portion 3. It has a basic shape in which reinforcing ribs 4 are raised on the inside of the L-shape, the bottom plate 3 is fixed on the ground, the side surfaces 5 of the vertical wall portions 2 are arranged in parallel with each other, and embankment on the back surface In recent years, it has become very popular since earth retaining works and boundary wall works such as residential lands can be performed easily and quickly.

【0003】以上のエルコンブロック1の成形方法と成
形装置は、特許第2002459号等の「シングル打設
形態」公知例があり、エルコンブロック1の成形キャビ
ティーを有する成形枠体を用いて「まず、縦壁部2の成
形枠部を水平姿勢状態にして生コンクリートを注入打設
し」しかるのち、その枠部に蓋板をして90°方向変換
して縦姿勢にして、生コンクリート自重力によって緻密
な生コンクリート充填状態にすると共に不足生コンクリ
ートを補充し、しかるのち、養生固化して脱型する成形
方法と成形装置に成っている。
[0003] The above-mentioned molding method and molding apparatus for the Elcon block 1 include a known example of a "single casting form" such as Japanese Patent No. 20024959. First, a molding frame having a molding cavity of the Elcon block 1 is used. Then, the fresh concrete is poured and poured while the forming frame portion of the vertical wall portion 2 is in the horizontal posture state. Thus, a compacting method and a compacting apparatus are provided in which a dense ready-mixed concrete is filled and insufficient ready-mixed concrete is replenished.

【0004】一方、特開平8−52722号公報には、
同じくエルコンブロック1の成形キャビティーを有する
成形枠体を、縦壁部2の成形枠部を垂直姿勢にして表面
接合の2台組合せセットにして、その垂直姿勢の成形枠
部に生コンクリートを注入打設して成形する「ダブル打
設形態」の成形方法と成形装置が示されている。
On the other hand, Japanese Patent Application Laid-Open No. 8-52722 discloses that
Similarly, the molding frame having the molding cavity of the Elcon block 1 is formed into a combined set of two surface-bonded sets with the molding frame of the vertical wall portion 2 in a vertical position, and the ready-mixed concrete is poured into the molding frame in the vertical position. A molding method and a molding apparatus of a “double casting form” in which the molding is performed are shown.

【0005】[0005]

【発明が解決しようとする課題】以上の従来技術の前記
シングル形態のものは、水平姿勢にして生コンクリート
を充填した縦壁部の枠部を概ね垂直姿勢にして振動加振
して保持するので、その縦壁部の枠部の蓋板は「大なる
生コンクリート荷重」を担持することになる。従って、
その大なる荷重によって蓋板の膨らみ変形を生じて「美
麗表面にすべき縦壁部2の表面品質を損う」ことがあ
り、この不具合を防止するためには最大高さが2.5メ
ートルになる縦壁部2の生コンクリートの大なる荷重に
耐え得る複雑構造の重重量蓋板に構成せざるを得なく、
その着脱作業は危険にして多大の手数を要する煩雑な作
業にして作業性が悪く、エルコンブロックの量産生産性
に欠ける。
In the above-mentioned prior art single type, the vertical wall frame portion filled with ready-mixed concrete is placed in a substantially vertical position and held by vibrating and vibrating. However, the lid plate of the frame portion of the vertical wall portion carries a "large ready-mixed concrete load". Therefore,
The large load may cause the swelling deformation of the cover plate, which may "degrade the surface quality of the vertical wall portion 2 which should be a beautiful surface". To prevent this problem, the maximum height is 2.5 m. It has to be constructed as a heavy-weight lid plate with a complicated structure that can withstand the large load of the ready-mixed concrete of the vertical wall portion 2 that becomes
The attaching / detaching operation is a complicated and tedious operation requiring a great deal of trouble, resulting in poor workability and lack of mass production productivity of the Elcon block.

【0006】そして、前記のツイン形態のものは「大な
る生コンクリート荷重を担持する蓋板」を共通の固定壁
板の両面から接合させて固定連結するので、それぞれの
蓋板が担持する大なる生コンクリート荷重を有効に相殺
させるものの、大型重重量物の成形枠体を対称形態に整
列させて組合せ固定する作業が、現実的に極めて煩雑に
して時間と手数を要すると共に作業上の危険があり、超
量産低コストが求められるエルコンブロックの量産性に
適しない。
[0006] In the twin type, the "cover plate carrying a large amount of ready-mixed concrete load" is joined and fixedly connected from both sides of a common fixed wall plate, so that each cover plate carries a large size. Although the load of ready-mixed concrete can be effectively offset, the work of aligning and fixing large heavy-weight molded frames in a symmetrical form is extremely complicated, and takes time and trouble, and there is a danger in work. It is not suitable for mass production of Elcon block which requires ultra-mass production and low cost.

【0007】さらに、その対称2セット連結形態にして
縦姿勢にした縦壁部の枠部の上方から生コンクリートを
注入打設する縦打ち工法となるので、縦壁部2の高さが
概ね1.5メートル以上の中形・大形のものは「比重が
大なる骨材が下方に沈下集合してコンクリート成分が不
足・欠落する粗悪コンクリート質」になる品質上の難点
がある。
Further, since the vertical concrete construction method is employed in which ready-mixed concrete is poured and poured from above the frame portion of the vertical wall portion in a vertical posture in the symmetrical two-set connection form, the height of the vertical wall portion 2 is approximately 1 Medium- and large-sized ones with a diameter of more than .5 meters have a problem in quality that "aggregate with a large specific gravity sinks down and collects, and the concrete component becomes insufficient or missing.

【0008】本発明は、以上の従来技術の難点を解消し
て、高品質にして生産性に優れるエルコンブロックの成
形方法と成形装置するを提供するものである。
An object of the present invention is to provide a molding method and a molding apparatus for an Elcon block which are high in quality and excellent in productivity by solving the above-mentioned disadvantages of the prior art.

【0009】[0009]

【課題を解決するための手段】以上の技術課題を解決す
る本発明は「縦壁部と底板部が一体となってエル形を成
す土留め用エル形コンクリートブロックを、該縦壁部の
成形キャビティーを有する縦壁枠部と該底板部の成形キ
ャビティーを有する底板枠部を連通一体にした成形枠体
に生コンクリートを打設して成形するにおいて、該縦壁
枠部を水平姿勢にして上方開口部から生コンクリートを
打設して該上方開口部に仮蓋板を取着固定し、しかるの
ち、前記成形枠体を姿勢変換して該縦壁枠部が垂直姿勢
にして該底板枠部が上方に成る姿勢に設定し、続いて別
体の立設固定の蓋板体に前記仮蓋板を面接合させて組合
せ連結固定すると共に、前記底板枠部から生コンクリー
トを補充充填し、しかるのち、養生固化して脱型するこ
とを特徴とする土留め用エル形コンクリートブロックの
成形方法」と、
SUMMARY OF THE INVENTION The present invention for solving the above-mentioned technical problem is to provide an earth retaining concrete block in which a vertical wall portion and a bottom plate portion are integrally formed to form an elliptical shape. Forming the vertical wall frame portion having the cavity and the bottom plate frame portion having the cavity with the bottom plate frame portion by forming a ready-mixed concrete by casting the concrete into a molding frame body; Then, ready-cast concrete is poured from the upper opening, and a temporary lid plate is attached and fixed to the upper opening, and then the posture of the molding frame is changed so that the vertical wall frame is in a vertical posture, and The frame portion is set to the upward position, and then the temporary cover plate is surface-bonded to a separate standing and fixed cover plate body and combined and fixed, and the ready-mixed concrete is refilled from the bottom plate frame portion. The soil characterized by being cured and then demolded. A molding method "in order for the El-shaped concrete block,

【0010】「縦壁部と底板部が一体となってエル形を
成す土留め用エル形コンクリートブロックを、生コンク
リート打設によって成形する成形装置にして、該縦壁部
の成形キャビティーを有して上方開口部に着脱自在の仮
蓋板を備えた縦壁枠部と、該底板部の成形キャビティー
を有して上方開口部に着脱自在にして部分開閉自在の蓋
板を備えた底板枠部を連通一体にした成形枠体をフレー
ムに載設固定し、かつ、前記縦壁枠部の水平姿勢と垂直
姿勢の択一設定自在に構成した成形型主部と「垂直姿勢
の前記縦壁枠部の前記仮蓋板を面接合して着脱自在に連
結固定可能の固定蓋板を備えた立設固定蓋板体」との組
合せ構造を特徴とする土留め用エル形コンクリートブロ
ックの成形装置」に成っている。
[0010] A molding device for molding an earth retaining block-shaped concrete block in which the vertical wall portion and the bottom plate portion are integrally formed to form an el-shaped shape by casting of ready-mixed concrete, and having a molding cavity for the vertical wall portion. A vertical wall frame portion having a removable temporary lid plate at an upper opening portion, and a bottom plate having a molding cavity of the bottom plate portion, and a lid plate which is detachably mounted at the upper opening portion and can be partially opened and closed. A molding main body, in which the frame is connected to and integrally fixed with the frame, is mounted and fixed on the frame, and the vertical wall frame is configured to be freely selectable between a horizontal posture and a vertical posture. Molding of an L-shaped concrete block for earth retaining, characterized in that the temporary cover plate of the wall frame portion is surface-joined and a standing fixed cover plate body having a fixed cover plate which can be detachably connected and fixed is provided. Device ".

【0011】即ち、本発明のエルコンブロックの成形方
法と成形装置は、表面品質が特に重要にして高品質のコ
ンクリート質にすべき縦壁部を水平状態にした面打ち工
法にすると共に、縦壁枠部の蓋を軽量簡素にして着脱作
業を特段にし易くした仮蓋板にして、その仮蓋板を高剛
性の固定蓋板に合体連結することによって、打設生コン
クリートの強大な重力荷重を担持させて良質コンクリー
トの縦壁部に形成する工法・構造を特徴とするものであ
る。そして、その態様として、その成形型主部の姿勢変
換を特段にし易くするために、該成形型主部がリフトト
ラック車のリフトアームによって簡便に操作できる「枠
体・コンクリート重力利用による姿勢変換用のリフトポ
イントバー」を設ける。
In other words, the method and apparatus for molding an Elcon block according to the present invention employ a facing method in which a vertical wall portion in which the surface quality is particularly important and high quality concrete is required to be horizontal is provided. By making the lid of the frame part a lightweight and simple temporary lid plate that makes it easy to attach and detach the work easily, and connecting the temporary lid plate to the high rigid fixed lid plate, the strong gravitational load of cast-in-place ready-mixed concrete can be reduced. It is characterized by a construction method and structure in which it is supported and formed on the vertical wall of high-quality concrete. In order to make the posture change of the main part of the molding die particularly easy, the main part of the molding die can be easily operated by a lift arm of a lift truck. Lift point bar ".

【0012】[0012]

【作用】以上の本発明の成形方法と成形装置は「縦壁部
が水平面打ち工法」であることからセメント成分の不足
・欠落の不良部分の発生が無い高品質のエルコンブロッ
クに成形できると共に、着脱する縦壁部の仮蓋が軽量簡
素にして着脱作業がし易く、その上前記のリフトポイン
トバー手段等によって成形型主部の姿勢変換が簡便かつ
安全にできるので超量産システムのエルコンブロックの
一連の成形プロセスの作業性・作業能率が特段に向上す
る。
The above-described molding method and molding apparatus of the present invention can be molded into a high-quality Elcon block having no shortage or lack of defective cement components because the vertical wall portion is a horizontal plane casting method. The temporary lid of the vertical wall part to be attached and detached is lightweight and simple, and the attaching and detaching work is easy, and the posture change of the main part of the molding die can be easily and safely changed by the lift point bar means and the like. Workability and work efficiency of a series of molding processes are particularly improved.

【0013】[0013]

【発明の実施の形態】まず、本発明の土留め用エル形コ
ンクリートブロックの成形装置の一実施例を図2・図3
を参照して説明する。即ち、この実施例の成形装置10
は図6(A)に示す縦壁部2の側面5が凹凸不存在の平
坦面であるエルコンブロック1Aの成形装置にして、縦
壁部2の成形キャビティーを有して仮蓋板14を上方開
口部に着脱自在に備えた縦壁枠部11と、底板部3の成
形キャビティーを有して縦壁枠部11と連通し、かつ、
上方開口部に蓋板15を着脱自在に有し、さらに、この
縦壁枠部11と底板枠部12の内側に「補強リブ4の形
状に枠囲いした凹溝形状のリブ枠部13」を備えた成形
枠体18が主要部を成している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS First, an embodiment of an apparatus for forming an L-shaped concrete block for earth retaining according to the present invention is shown in FIGS.
This will be described with reference to FIG. That is, the molding apparatus 10 of this embodiment
6A shows a molding device for an Elcon block 1A in which the side surface 5 of the vertical wall portion 2 shown in FIG. 6A is a flat surface having no unevenness. A vertical wall frame 11 detachably provided in the upper opening, and a molding cavity for the bottom plate 3, which communicates with the vertical wall frame 11, and
A lid plate 15 is detachably provided in the upper opening, and a “groove-shaped rib frame portion 13 surrounded by the reinforcing ribs 4” is provided inside the vertical wall frame portion 11 and the bottom plate frame portion 12. The provided forming frame 18 forms a main part.

【0014】そして、この成形枠体18は縦壁枠部11
が水平姿勢または垂直姿勢のいずれかに設定できる格子
形態の方形フレーム19に載置固定されて成形型主部2
0が構成されている。そして、この成形型主部20には
成形枠体18に生コンクリートを打設した状態において
持ち上げると、重力バランスによって縦壁枠部11が概
ね水平姿勢と概ね垂直姿勢のいずれかになるリフトポイ
ントバー17A・17Bが方形フレーム19の前端部位
と後端部位の上下中間ポイントに設けられて方形フレー
ム19の側方に若干長伸長しており、フォークリフト車
のフォークアームLによって成形型主部20を持ち上げ
たり前記の姿勢選択が可能になる構造に成っている。
Then, the molding frame 18 is connected to the vertical wall frame 11.
Is mounted and fixed on a rectangular frame 19 in a lattice form that can be set to either a horizontal posture or a vertical posture, and
0 is configured. Then, when the concrete main body 20 is lifted in a state where the ready-mixed concrete is poured into the molding frame 18, the vertical wall frame 11 becomes one of a substantially horizontal posture and a substantially vertical posture due to gravity balance. 17A and 17B are provided at the upper and lower intermediate points between the front end portion and the rear end portion of the rectangular frame 19 and extend slightly to the side of the rectangular frame 19, and the forklift L lifts the main part 20 of the mold by the fork arm L of the forklift truck. Or the above-mentioned posture can be selected.

【0015】なお、仮蓋板14は縦壁枠部11への着脱
が簡便にして縦壁枠部11の開口部を閉鎖するに足る軽
量簡素構造(この実施例のものは1.6粍厚さの単純
板)であり、底板枠部12の蓋板15は、底板枠部12
への取着状態で下半部分のみ部分開閉できる開閉部16
を備えている。
The temporary cover plate 14 is lightweight and simple enough to be easily attached to and detached from the vertical wall frame portion 11 to close the opening of the vertical wall frame portion 11 (this embodiment is 1.6 mm thick). Cover plate 15 of the bottom plate frame 12 is
Opening / closing part 16 that can only partially open and close the lower half part when attached to
It has.

【0016】そして、本発明の成形装置10は以上の成
形型主部20と以下に詳述する立設固定蓋板体21との
組合せ構造に成っている。即ち(図2(C)参照)この
立設固定蓋板体21は基礎コンクリートまたは基台等の
基部24に垂直姿勢にして立設固定された平坦面絶壁形
態の剛質の蓋板部22が主要部を成し、この蓋板部22
は成形型主部20の縦壁枠部11に取着した仮蓋板14
を面接合して固定保持できる表面スペースを有する固定
蓋板にして、生コンクリートを注入充填した縦壁枠部1
1の仮蓋板14を面接合合体して生コンクリートの養生
期間中的確に緊締保持する連結固定手段を有している。
The molding apparatus 10 of the present invention has a combined structure of the above-described molding die main portion 20 and an upright fixed lid plate 21 described in detail below. That is, (see FIG. 2 (C)). The upright fixed cover plate 21 has a rigid cover plate 22 in the form of a flat cliff which is vertically fixed to a base 24 such as a foundation concrete or a base. The main part of the cover plate 22
Is a temporary cover plate 14 attached to the vertical wall frame portion 11 of the molding die main portion 20.
Vertical frame 1 filled with ready-mixed concrete into a fixed lid plate having a surface space that can be fixedly held by surface joining
The temporary cover plate 14 is provided with a connecting and fixing means which is surface-bonded and united so as to be tightly held during the curing of the ready-mixed concrete.

【0017】即ち、蓋板部22は生コンクリートを充填
して垂直姿勢にした縦壁枠部11の仮蓋板14が生コン
クリートの重力によって外方へ膨らみ変形するのを防止
して、縦壁部2を平坦表面・緻密コンクリート質にして
養生固化させる成形保持板にして応分の機械的強度を有
して、強度補強のステー25が背面に設けられた剛性体
に構築されており、面接合した縦壁枠部11に微振動を
与える公知の電気バイブレーター23が背部の中央部位
に配設されている。
That is, the cover plate portion 22 is filled with ready-mixed concrete to prevent the temporary cover plate 14 of the vertical wall frame portion 11 in a vertical posture from being bulged outward by the gravity of the ready-mixed concrete and deformed. The part 2 has a flat surface, dense concrete, and is formed into a molded holding plate to be cured and solidified. It has a sufficient mechanical strength, and a stay 25 for reinforcing the strength is constructed in a rigid body provided on the back surface. A well-known electric vibrator 23 for giving a slight vibration to the vertical wall frame 11 is disposed at the center of the back.

【0018】なお、この実施例の「蓋板部22への縦壁
枠部11の連結固定手段」は(図3(C)参照)万力形
態の固定具28によって縦壁枠部11のフランジ部分と
蓋板部22の周縁を着脱自在に挟着ロックする構造にし
て、図中の26は成形枠体18内で成形養生したエルコ
ンブロック1Aを押し出し脱型するときの「脱型押し出
しねじ」、図中の27は補強リブ4へ貫通孔を設けるた
めの中子ピンである。
The "means for connecting and fixing the vertical frame 11 to the cover plate 22" in this embodiment (see FIG. 3 (C)) uses a vice-type fixing device 28 to fix the flange of the vertical frame 11 to the flange. The portion and the peripheral edge of the cover plate portion 22 are detachably sandwiched and locked. Reference numeral 26 in the figure denotes a “demolding extrusion screw” for extruding and removing the Elcon block 1A molded and cured in the molding frame 18. Reference numeral 27 in the drawing denotes a core pin for providing a through hole in the reinforcing rib 4.

【0019】続いて、前記実施例の成形装置10を用い
てエルコンブロック1を成形する本発明の成形方法の一
実施形態を図1を参照して説明する。即ち、まず成形型
主部20を「縦壁枠部11の上面を水平姿勢」にして定
置して仮蓋板14を外して離型剤を内側へ施して成形準
備する。続いて仮蓋板14を外した縦壁枠部11の上方
開口部から生コンクリートCを注入打設して成形枠体1
8の成形キャビティー内に充分に充填すると共に、縦壁
枠部11内の生コンクリートCの表面を滑らにして必要
な表面仕上げを施して仮蓋板14を押し付けるようにし
て取着固定する。
Next, an embodiment of the molding method of the present invention for molding the Elcon block 1 using the molding apparatus 10 of the above embodiment will be described with reference to FIG. That is, first, the molding die main part 20 is fixed with the “upper surface of the vertical wall frame part 11 in the horizontal posture”, the temporary cover plate 14 is removed, and the release agent is applied inside to prepare for molding. Subsequently, ready-mixed concrete C is poured and poured from the upper opening of the vertical wall frame 11 from which the temporary cover plate 14 has been removed to form the molded frame 1.
In addition to filling the molding cavity of No. 8 sufficiently, the surface of the ready-mixed concrete C in the vertical wall frame portion 11 is smoothed to give a necessary surface finish, and the temporary cover plate 14 is pressed and attached and fixed.

【0020】しかるのち、その成形型主部20のリフト
ポイントバー17Aに、フォークリフト車のリフトアー
ムLの係止爪29を掛け止めして持ち上げて「生コンク
リートCを打設した成形型主部20の重力」を利用して
概ね90°回転させて、縦壁枠部11が垂直姿勢にして
底板枠部12が上方に位置する姿勢に変換セットし、そ
のまま移行して仮蓋板14を「立設固定蓋板体21の蓋
板部22に押し当てて面接合セット」して成形型主部2
0を基部24上に設置する。
Thereafter, the catch claw 29 of the lift arm L of the forklift truck is hooked and lifted on the lift point bar 17A of the molding die main portion 20 to lift the molding die main portion 20 into which the ready-mixed concrete C is cast. The vertical wall frame 11 is turned to a vertical position and the bottom plate frame 12 is converted and set to a position in which the bottom plate frame 12 is located upward, and the temporary cover plate 14 is turned upright. Pressing the cover plate portion 22 of the fixed cover plate member 21 to perform surface bonding set "
0 is placed on the base 24.

【0021】続いて、その状態の基板部22と仮蓋板1
4を前記の連結固定手段によって緊締連結して一体に組
合せ連結すると共に「前記の姿勢反転による生コンクリ
ートCの重力」によって垂直・傾斜姿勢の成形キャビテ
ィーへ密に注入状態となった生コンクリートCの不足分
を「縦壁枠部11の倒立によって最上端ポイントになっ
た底板枠部12の先端部分の開閉部16を開いて生コン
クリートCを補充充填する。
Subsequently, the substrate portion 22 and the temporary cover plate 1 in that state are
4 is tightly connected by the above-mentioned connecting and fixing means to be integrally combined and connected, and the ready-mixed concrete C which is densely poured into the molding cavity in the vertical / inclination posture by "gravity of the ready-mixed concrete C due to the above-mentioned posture reversal". The opening / closing portion 16 at the tip end of the bottom plate frame portion 12 which has become the uppermost point due to the inversion of the vertical wall frame portion 11 is opened to replenish the ready-mixed concrete C.

【0022】かくして、生コンクリートCの注入充填を
完了して立設固定蓋板体21と組合せセット状態の成形
枠体18に、立設固定蓋板体21の電気バイブレーター
23によって若干時間加振を加えて生コンクリートCを
「さらなる緻密充填状態」に成し、24時間等の応分の
固化時間に保持して養生固化する。
In this way, the injection and filling of the ready-mixed concrete C is completed, and the shaping frame 18 combined with the standing fixed lid plate 21 is vibrated for a short time by the electric vibrator 23 of the standing fixed lid plate 21. In addition, the ready-mixed concrete C is made into a “more densely packed state”, and is cured and solidified while maintaining an appropriate solidification time such as 24 hours.

【0023】しかるのち、成形型主部20を「縦壁枠部
11が水平となる元姿勢」に復元セットして、仮蓋板1
4・蓋板15を外して縦壁枠部11と底板枠部12を上
方開口状態にすると共に、リフトポイントバー17Bに
リフトアームLを掛け止めして成形型主部20を傾斜姿
勢にセットし、続いて中子ピン27を引き抜いて押し出
しねじ26を手動回して成形枠体18内に成形されたエ
ルコンブロック1Aを押し出し脱型する。
After that, the main part 20 of the mold is restored and set to the "original posture in which the vertical wall frame part 11 becomes horizontal", and the temporary lid plate 1 is set.
4. Remove the cover plate 15 to open the vertical wall frame portion 11 and the bottom plate frame portion 12 in an upwardly open state, hook the lift arm L on the lift point bar 17B, and set the mold main portion 20 in the inclined posture. Subsequently, the core pin 27 is pulled out, and the extrusion screw 26 is manually turned to push out the Elcon block 1A molded in the molding frame 18 and to remove the mold.

【0024】以上の成形装置10による成形方法は前記
の作用がり、コンクリート品質が重要な縦壁部2が水平
姿勢の面打ち工法となるので、成形された縦壁部2はセ
メント成分の不足部分が生じない高品質コンクリートに
成形できると共に、軽量簡素構造の仮蓋板14の着脱が
簡便であり、生コンクリートC打設後の成形型主部20
の姿勢転換と移動もリフトアームLによって簡便能率的
にできるので、成形装置10のセットから脱型に至る一
連のプロセスに要する人員(1名でも可能)・手数・時
間が少くして超量産が求められるエルコンブロック1の
成形生産性が特段に向上して、低コスト安価に生産でき
る。
The above-described molding method using the molding apparatus 10 operates as described above, and the vertical wall portion 2 in which the concrete quality is important is a face casting method in a horizontal posture. It is possible to mold into a high-quality concrete free from cracks, and it is easy to attach and detach the temporary cover plate 14 having a lightweight and simple structure, and to form the molding die main part 20 after placing the ready-mixed concrete C.
The posture change and movement can be easily and efficiently performed by the lift arm L. Therefore, the number of persons (one person is possible), the number of steps, and the time required for a series of processes from the setting of the molding apparatus 10 to the demolding are reduced. The required molding productivity of the Elcon block 1 is particularly improved, and low-cost and low-cost production is possible.

【0025】続いて、図4・図5を参照して本発明の他
の実施形態を説明する。即ち、図4は(図6(B)参
照)、縦壁部2の側面5に「ガード支柱等の立設孔や並
設姿勢補強用のセメント注入孔として利用する半円孔6
や、接合した側面5を相互嵌合させる凸条7・凹条8を
設けるエルコンブロック1B」を成形するときの成形枠
体18にして、縦壁枠部11の側板30に「半円孔6・
凸条7・凹条8を形成するための凹凸部31」が設けて
あり、エルコンブロック1Bの脱型時には側板30を側
方に倒したり外せるように成っている。この図4(A)
の成形枠体18を用いると前記実施形態の成形方法によ
ってエルコンブロック1Bが量産できる。
Next, another embodiment of the present invention will be described with reference to FIGS. That is, FIG. 4 (see FIG. 6 (B)) shows that “a semicircular hole 6 used as a standing hole such as a guard post or a cement injection hole for reinforcing a juxtaposition posture is formed on the side surface 5 of the vertical wall portion 2.
Also, the side wall 30 of the vertical wall frame portion 11 is provided with the "semicircular hole 6" in the molding frame 18 when molding the "Elcon block 1B provided with the ridges 7 and the concave ridges 8 for fitting the joined side surfaces 5 mutually."・
An uneven portion 31 "for forming the ridges 7 and the concave stripes 8 is provided so that the side plate 30 can be tilted to the side or removed when the Elcon block 1B is removed from the mold. FIG. 4 (A)
When the molding frame 18 is used, the Elcon block 1B can be mass-produced by the molding method of the embodiment.

【0026】一方、図4(B)は縦壁部2の表面に模様
成形する場合の仮蓋板14が示してあり、凹凸模様・石
積み模様等の必要模様の条痕を生コンクリートCの打設
によって現す公知の模様造形板32を貼着している。そ
して、図4(C)のものは前記の脱型用押しねじ26に
代えて公知の手動油圧ジャッキ33が成形枠体18の背
部に取着されている。この油圧ジャッキ33を備えたも
のはエルコンブロック1の脱型作業が一段と能率化す
る。
On the other hand, FIG. 4B shows a temporary cover plate 14 in the case of forming a pattern on the surface of the vertical wall portion 2. A publicly known pattern forming plate 32 which is represented by a pattern is attached. In FIG. 4C, a well-known manual hydraulic jack 33 is attached to the back of the molding frame 18 instead of the above-mentioned pressing screw 26 for releasing. With the hydraulic jack 33, the removal work of the Elcon block 1 is further streamlined.

【0027】即ち、前記の「脱型押し出しねじ26」構
造のものは、成形枠体18の補強リブ等が邪魔になって
ハンドル操作がしづらく、特に脱型抵抗が大となるとき
に「ハンマー打ちハンドル回し」して成形枠体18を破
損させることがあるものの、この手動油圧ジャッキ33
はハンドル36の操作が簡便にしてジャッキ力が大であ
ることから、このような不具合がなく円滑にして能率的
な脱型ができる。
That is, in the case of the above-mentioned "removable extruding screw 26" structure, the handle is difficult to operate due to the reinforcing ribs or the like of the molded frame 18, and especially when the removal resistance becomes large, the "hammer hammer" is used. The manual hydraulic jack 33 may be used to break the molding frame 18 by "hitting and turning the handle".
Since the operation of the handle 36 is simple and the jacking force is large, such a trouble can be eliminated and the mold can be removed smoothly and efficiently.

【0028】そして、図5は蓋板部22への縦壁枠部1
1の接合連結固定手段の他の形態が示してあり、仮蓋板
14はキャップ形態を成し、この仮蓋板14を取着した
縦壁枠部11を幅広の蓋板部22へ接合させて別体の挟
着部材35を当ててボルト締め固定して連結するように
なっている。
FIG. 5 shows the vertical wall frame 1 on the cover plate 22.
1 shows another form of the joint connecting and fixing means, in which the temporary lid plate 14 is in the form of a cap, and the vertical wall frame 11 to which the temporary lid plate 14 is attached is joined to the wide lid plate 22. Then, a separate clamping member 35 is applied to secure by bolting and connect.

【0029】なお、本発明の成形装置は前記の実施例に
限定されず、縦壁部2の高さが1500粍以下の中小形
のものにして縦壁枠部11を縦姿勢にして生コンクリー
ト打設しても「セメント成分の不足部分を生ずるおそれ
がないもの」は、最初の水平打設をしないで空の成形枠
体18を立設固定蓋板体21に連結固定して生コンクリ
ートCを打設する工法にすることがある。
The molding apparatus of the present invention is not limited to the above-described embodiment, and the height of the vertical wall portion 2 is set to a small or medium size of 1500 mm or less. If the casting does not cause a shortage of the cement component, the empty molding frame 18 is connected to and fixed to the upright fixing cover plate 21 without first horizontal casting. Is sometimes used.

【0030】[0030]

【発明の効果】以上の説明のとおり本発明のエルコンブ
ロックの成形方法と、成形装置は、高品質のエルコンブ
ロックが高生産性の基に量産提供可能にして、良質安価
のエルコンブロックを提供して当該分野の便宜向上を図
る効果がある。
As described above, the molding method and molding apparatus of the present invention provide a high-quality and low-cost Elcon block by enabling high-quality Elcon blocks to be mass-produced based on high productivity. This has the effect of improving the convenience of the field.

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

【図1】本発明の土留め用エル形コンクリートブロック
の成形方法の一実施形態の説明図
FIG. 1 is an explanatory view of one embodiment of a method for forming an L-shaped concrete block for earth retaining according to the present invention.

【図2】本発明の土留め用エル形コンクリートブロック
の成形装置の一実施形態を示し、(A)はその成形型主
部の斜視図、(B)はその成形型主部の正面図、(C)
はその立設固定蓋板体の斜視図
2A and 2B show an embodiment of a molding device for an earth retaining block of the present invention, wherein FIG. 2A is a perspective view of a main part of the molding die, FIG. 2B is a front view of the main part of the molding die, (C)
Is a perspective view of the standing fixed lid plate.

【図3】図2実施例の成形装置を示し、(A)はその成
形型主部の側面図、(B)はその成形型主部と立設固定
蓋板体の連結状態の側面図、(C)は(B)の部分断面
3 (A) is a side view of the main part of the molding die, FIG. 3 (B) is a side view of a connected state of the main part of the molding die and the stationary fixed lid plate, FIG. (C) is a partial sectional view of (B).

【図4】本発明の土留め用エル形コンクリートブロック
の成形装置の他の形態を示し、(A)はその縦壁枠部の
斜視図、(B)は縦壁枠部の仮蓋板の斜視図、(C)は
その押し出し脱型手段の側面図
4A and 4B show another embodiment of the molding device for an earth retaining L-shaped concrete block of the present invention, wherein FIG. 4A is a perspective view of a vertical wall frame portion, and FIG. 4B is a temporary cover plate of the vertical wall frame portion. Perspective view, (C) is a side view of the extruding and removing means.

【図5】本発明の土留め用エル形コンクリートブロック
の成形装置の他の形態を示し、(A)はその縦壁枠部の
斜視図、(B)は縦壁枠部の立設固定蓋板体への連結固
定状態の断面図
5A and 5B show another embodiment of the molding device for an earth retaining block of the present invention, wherein FIG. 5A is a perspective view of a vertical wall frame portion, and FIG. Sectional view of the state of connection and fixation to the plate

【図6】土留め用エル形コンクリートブロックを示し、
(A)(B)ともその斜視図
FIG. 6 shows an L-shaped concrete block for retaining a soil,
(A) and (B) are perspective views thereof.

【符号の説明】[Explanation of symbols]

1 エル形コンクリートブロック 2 縦壁部 3 底板部 10 成形装置 11 縦壁枠部 12 底板枠部 14 仮蓋板 15 蓋板 16 開閉部 17A・17B リフトポイントバー 18 成形枠体 19 方形フレーム 20 成形型主部 21 立設固定蓋板体 22 蓋板部 23 バイブレーター 24 基部 C 生コンクリート L リフトアーム DESCRIPTION OF SYMBOLS 1 L-shaped concrete block 2 Vertical wall part 3 Bottom plate part 10 Forming device 11 Vertical wall frame part 12 Bottom plate frame part 14 Temporary cover plate 15 Cover plate 16 Opening / closing part 17A / 17B Lift point bar 18 Mold frame 19 Square frame 20 Mold Main part 21 Standing fixed cover plate 22 Cover plate 23 Vibrator 24 Base C Ready-mixed concrete L Lift arm

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 縦壁部と底板部が一体となってエル形を
成す土留め用エル形コンクリートブロックを、該縦壁部
の成形キャビティーを有する縦壁枠部と該底板部の成形
キャビティーを有する底板枠部を連通一体にした成形枠
体に生コンクリートを打設して成形するにおいて、該縦
壁枠部を水平姿勢にして上方開口部から生コンクリート
を打設して該上方開口部に仮蓋板を取着固定し、しかる
のち、前記成形枠体を姿勢変換して該縦壁枠部が垂直姿
勢にして該底板枠部が上方に成る姿勢に設定し、続いて
別体の立設固定の蓋板体に前記仮蓋板を面接合させて組
合せ連結固定すると共に、前記底板枠部から生コンクリ
ートを補充充填し、しかるのち、養生固化して脱型する
ことを特徴とする土留め用エル形コンクリートブロック
の成形方法。
1. An earth retaining concrete block having a vertical wall portion and a bottom plate portion integrally formed in an elliptical shape, comprising: a vertical wall frame portion having a molding cavity of the vertical wall portion; and a molding cabinet of the bottom plate portion. When casting and molding a ready-mixed concrete into a forming frame body in which a bottom plate frame portion having a tee is communicated and integrally formed, the vertical wall frame portion is placed in a horizontal position and ready-mixed concrete is poured from an upper opening to form the upper opening. A temporary cover plate is attached and fixed to the portion, and then the posture of the molded frame is changed to set the vertical wall frame to a vertical posture, and set the bottom plate frame to a posture in which it is upward. The temporary lid plate is surface-bonded to the vertically fixed lid plate body and combined and fixed together, and replenished and filled with ready-mixed concrete from the bottom plate frame portion, and then cured, solidified and released from the mold. Method of forming an L-shaped concrete block for earth retaining.
【請求項2】 縦壁部と底板部が一体となってエル形を
成す土留め用エル形コンクリートブロックを、生コンク
リート打設によって成形する成形装置にして、該縦壁部
の成形キャビティーを有して上方開口部に着脱自在の仮
蓋板を備えた縦壁枠部と、該底板部の成形キャビティー
を有して上方開口部に着脱自在にして部分開閉自在の蓋
板を備えた底板枠部を連通一体にした成形枠体をフレー
ムに載設固定し、かつ、前記縦壁枠部の水平姿勢と垂直
姿勢の択一設定自在に構成した成形型主部と「垂直姿勢
の前記縦壁枠部の前記仮蓋板を面接合して着脱自在に連
結固定可能の固定蓋板を備えた立設固定蓋板体」との組
合せ構造を特徴とする土留め用エル形コンクリートブロ
ックの成形装置。
2. A molding apparatus for molding an earth retaining elbow concrete block in which a vertical wall portion and a bottom plate portion are integrally formed to form an elliptical shape by casting concrete, and forming a molding cavity of the vertical wall portion. A vertical wall frame portion having a removable temporary lid plate at the upper opening portion, and a lid plate having a molding cavity of the bottom plate portion and being detachably mounted at the upper opening portion and capable of being partially opened and closed. A molding frame body in which the bottom plate frame portion is communicated and integrated is mounted on and fixed to the frame, and a molding die main portion configured to be able to select one of the horizontal posture and the vertical posture of the vertical wall frame portion and the `` vertical posture And an upright fixed lid plate body having a fixed lid plate which can be detachably connected and fixed by surface joining the temporary lid plate of the vertical wall frame portion " Molding equipment.
【請求項3】 縦壁枠部の側板が、該縦壁枠部の側面に
形成する凹凸部の成形用凹凸部を備え、該縦壁枠部の底
板に対して外し・倒れ自在に構成した請求項2の土留め
用エル形コンクリートブロックの成形装置。
3. A side plate of a vertical wall frame portion is provided with a concave / convex portion for forming a concave / convex portion formed on a side surface of the vertical wall frame portion, and is configured to be detachable and fallable with respect to a bottom plate of the vertical wall frame portion. An apparatus for forming an elbow concrete block for retaining earth according to claim 2.
【請求項4】 成形枠体内に成形した土留め用エル形コ
ンクリートブロックの押し出し脱型用の油圧ジャッキを
成形枠体の背部に備えた請求項2または請求項3土留め
用エル形コンクリートブロックの成形装置。
4. An earth retaining elbow concrete block according to claim 2, wherein a hydraulic jack for extruding and removing the elbow concrete block for earth retaining formed in the molding frame is provided at the back of the molding frame. Molding equipment.
【請求項5】 成形型主部の姿勢変換用のリフトポイン
トバーを、該成形型主部に備えた請求項2・請求項3・
請求項4のいずれかの土留め用エル形コンクリートブロ
ックの成形装置。
5. The molding die main part is provided with a lift point bar for changing the attitude of the molding die main part.
The molding device for an earth retaining concrete block according to claim 4.
JP2001125192A 2001-04-24 2001-04-24 Method and apparatus for molding l-shaped earth retaining concrete block Pending JP2002321211A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001125192A JP2002321211A (en) 2001-04-24 2001-04-24 Method and apparatus for molding l-shaped earth retaining concrete block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001125192A JP2002321211A (en) 2001-04-24 2001-04-24 Method and apparatus for molding l-shaped earth retaining concrete block

Publications (1)

Publication Number Publication Date
JP2002321211A true JP2002321211A (en) 2002-11-05

Family

ID=18974453

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001125192A Pending JP2002321211A (en) 2001-04-24 2001-04-24 Method and apparatus for molding l-shaped earth retaining concrete block

Country Status (1)

Country Link
JP (1) JP2002321211A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116038876A (en) * 2023-01-17 2023-05-02 浙江广天重工设备有限公司 A communication channel pipe jacking mold

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116038876A (en) * 2023-01-17 2023-05-02 浙江广天重工设备有限公司 A communication channel pipe jacking mold
CN116038876B (en) * 2023-01-17 2025-11-18 浙江广天重工设备有限公司 A connecting channel jacking mold

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