JP2002322657A - Large-size block and mold form for retaining wall - Google Patents

Large-size block and mold form for retaining wall

Info

Publication number
JP2002322657A
JP2002322657A JP2001128926A JP2001128926A JP2002322657A JP 2002322657 A JP2002322657 A JP 2002322657A JP 2001128926 A JP2001128926 A JP 2001128926A JP 2001128926 A JP2001128926 A JP 2001128926A JP 2002322657 A JP2002322657 A JP 2002322657A
Authority
JP
Japan
Prior art keywords
block
fitting
retaining wall
stay
panel
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.)
Granted
Application number
JP2001128926A
Other languages
Japanese (ja)
Other versions
JP3556920B2 (en
Inventor
Yoshihiko Takagi
良彦 高木
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.)
TAKAGI SHOJI KK
Original Assignee
TAKAGI SHOJI KK
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 TAKAGI SHOJI KK filed Critical TAKAGI SHOJI KK
Priority to JP2001128926A priority Critical patent/JP3556920B2/en
Publication of JP2002322657A publication Critical patent/JP2002322657A/en
Application granted granted Critical
Publication of JP3556920B2 publication Critical patent/JP3556920B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To solve a problem of, while a large-size block with good execution performance at a construction site is used for disaster recovery work or construction of a retaining wall, price hike of a mold due to increased size of the mold, increase of costs for in-plant moving equipment such as a hoist crane due to rise in product weight, increase in transportation fare for products and other cost problems. SOLUTION: The block is divided into a surface block and a spare block, a weight problem is addressed by joining them into a single block with a tapered fitting structure, a spare block for which the basic shape is the same and diversity is required for spare length can be used for adjustment of spare length in fitting with the surface block, and a mold can be utilized in the molding stage. For the mold body constituted for form a spare panel and a base part of a supporting barrel, a fitting position of the mold for a tip-end tapered fitting structure part of the supporting barrel is constituted to be adjustable in going back and forth.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、積上げにより土留擁壁
等の擁壁を構築する擁壁用大型ブロックと、その控え部
を構成する控えブロックの成形型枠に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a large block for a retaining wall for constructing a retaining wall such as a retaining wall by stacking, and a molding frame for the retaining block constituting the retaining portion.

【0002】[0002]

【従来の技術】従来、擁壁用大型ブロックは図12に示す
ように全体として直方体形状に形成したブロック7の両
側に上面71から底面72に貫通する中空部73、73を設け、
積上げ時に上段ブロックから下段ブロックにその中空部
を通じて鉄筋等の支持部材を挿通して積上げたブロック
の倒壊を防止しながら積上げが行なわれるように構成さ
れてきている。
2. Description of the Related Art Conventionally, a large block for a retaining wall is provided with hollow portions 73, 73 penetrating from a top surface 71 to a bottom surface 72 on both sides of a block 7 formed as a whole as shown in FIG.
At the time of stacking, stacking is performed while preventing the stacked blocks from collapsing by inserting a support member such as a reinforcing bar from the upper block to the lower block through the hollow portion thereof.

【0003】[0003]

【発明が解決しようとする課題】重機や施工機械の発達
により、工事現場での施工性の良い大型ブロックが河川
の災害復旧工事や道路擁壁の構築に用いられるようにな
ってきているが、ブロック成形過程においては、型枠の
大型化による型枠価格の高騰、製品重量の増大によるホ
イストクレーン等の工場内移動設備費の増加、仕上がり
製品の搬送運賃増等、コスト面での問題が生じてきてい
る。
With the development of heavy machinery and construction machinery, large blocks with good workability at construction sites have been used for river disaster recovery and road retaining wall construction. In the block molding process, cost problems such as soaring formwork prices due to the enlargement of formwork, increase in the cost of moving equipment such as hoist cranes in factories due to increase in product weight, and increase in transportation fare for finished products. Is coming.

【0004】また、従来のブロックは、前記のように積
上げられた上下のブロックに倒壊防止のための支持部材
を挿通する貫通中空部を設けているが、成形型枠におい
てはこれを中子によって成形しなければならない形状と
なっているため、成形後の中子の引抜きに高度の技術が
必要であり、中子の引抜時に成形品が割れてしまう等の
問題があった。
Further, in the conventional block, the upper and lower blocks stacked as described above are provided with a through hollow portion through which a support member for preventing collapse is inserted. In a molding frame, this is formed by a core. Since it has a shape that must be molded, a high level of technology is required for drawing out the core after molding, and there has been a problem that the molded product is broken when the core is pulled out.

【0005】更に、構築される擁壁について様々なバリ
エーションが求められるようになり、1つの擁壁に単一
形状のブロックを単純に積上げるだけでは対応できず、
傾斜擁壁などでは積上げに従って控え長さを変化させた
り、控えに対してブロック表面に傾斜角をもたせること
や表面パネルと控えパネルが平行傾斜して水平積みによ
り擁壁表面と控え面が平行傾斜して構築されるブロック
などが必要となってきている。
Further, various variations are required for the retaining wall to be constructed, and it is not possible to cope simply by stacking blocks of a single shape on one retaining wall.
For inclined retaining walls, etc., the length of the retaining wall changes according to the stacking, the block surface has an inclination angle to the retaining, the surface panel and the retaining panel are inclined in parallel, and the retaining wall surface and the retaining surface are inclined parallel by horizontal stacking It is becoming necessary to build blocks and the like.

【0006】従来の成形方式で行けば、基本的な形状は
同一でも控え長さが異なれば、それぞれの長さに対応し
た別の型枠が必要となり、型枠製作費だけで多額の経費
が掛り、その分だけコスト高を招くといった問題もあ
る。
If the conventional molding method is used, even if the basic shape is the same, but different lengths, different molds corresponding to the respective lengths are required. In addition, there is a problem that the cost is increased accordingly.

【0007】[0007]

【課題を解決するための手段】本発明は、ブロックを表
面ブロックと控えブロックに分割し、2つのブロックを
テーパー嵌合構造により現場等で1つのブロックに結合
するようにして重量問題に対処すると共に、基本的な形
状が同一でありながら控え長さについて多様性を求めら
れる控えブロックについて、表面ブロックとの嵌合によ
る控え長さの調整と成形の段階における型枠の活用を可
能としたものである。
SUMMARY OF THE INVENTION The present invention addresses the weight problem by dividing a block into a surface block and a stay block, and connecting the two blocks to one at the site or the like by a taper fitting structure. In addition, for a retaining block that requires a variety of retaining lengths even though the basic shape is the same, it is possible to adjust the retaining length by fitting it to the surface block and use the formwork at the molding stage It is.

【0008】また、単位ブロックの基本形状を、表面パ
ネルと控えパネルを1又は複数の支持胴によって連結し
た構成とし、支持胴の部位において着脱可能に表面ブロ
ックと控えブロックを分割することにより、表面ブロッ
クだけを変えてブロックを変化させ、或いは表面パネル
と控えパネルの支持胴に対する角度を変化させることに
よりブロックに対する多様なニーズへの対応を可能とし
た。
Further, the basic shape of the unit block has a structure in which the front panel and the stay panel are connected by one or a plurality of support cylinders, and the front block and the stay block are detachably divided at a portion of the support cylinder. By changing only the block and changing the block, or changing the angle of the front panel and the stay panel with respect to the support cylinder, it is possible to meet various needs for the block.

【0009】更に、表面ブロックと控えブロックの嵌合
結合により表面パネルと控えパネルを連結する支持胴の
間隙が必然的に中空部を構成することになるので、引抜
等に問題のある中子成形を行わずに中空部の形成を行う
ことができ、控えブロックの成形型枠において支持胴の
長さ調整を行うことにも対応でき、成形型枠の効率的な
活用にも寄与することができたものである。
Further, since the gap between the support cylinder connecting the front panel and the stay panel necessarily forms a hollow portion by the fitting connection of the front block and the stay block, the core molding which has a problem in drawing or the like is inevitable. The hollow part can be formed without performing, and it is also possible to adjust the length of the support cylinder in the forming mold of the retaining block, which can contribute to the efficient use of the forming mold. It is a thing.

【0010】[0010]

【実 施 例】以下図面に従って本発明の実施例を説明
する。1は本発明による擁壁用大型ブロックの控えブロ
ックであり、先端部にテーパー嵌合構造13を形成した2
本の支持胴12、12を控えパネル11で連結して構成されて
いる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes a retaining block of a large block for a retaining wall according to the present invention, which has a tapered fitting structure 13 formed at the tip.
The support cylinders 12, 12 of the book are connected by a stay panel 11.

【0011】2は表面ブロックで、表面パネル21の裏面
に控えブロック1のテーパー嵌合構造13に対応して嵌合
するテーパー嵌合構造22を形成して構成され、嵌合構造
13と嵌合構造22が嵌合結合することにより、1つの単位
ブロックである擁壁用大型ブロックAが構成される。
Reference numeral 2 denotes a front block, which is formed by forming a taper fitting structure 22 which fits on the back surface of the front panel 21 in correspondence with the taper fitting structure 13 of the stay block 1.
A large block A for retaining wall, which is one unit block, is formed by fitting and coupling the 13 and the fitting structure 22.

【0012】控えブロック1のテーパー嵌合構造13の嵌
合面には、表面ブロック2のテーパー嵌合構造22の嵌合
面に植設されたピン23が嵌入される嵌合孔14が穿設され
ており、工場または積み上げ現場において控えブロック
1に対して表面ブロック2が落とし込まれると、ピン23
が嵌合孔14に嵌入されて控えブロック1と表面ブロック
2が合体固定される。
A fitting hole 14 is formed in the fitting surface of the taper fitting structure 13 of the retaining block 1 so that the pin 23 implanted in the fitting surface of the taper fitting structure 22 of the surface block 2 is fitted. When the surface block 2 is dropped into the stay block 1 at a factory or a stacking site,
Is fitted into the fitting hole 14, and the stay block 1 and the surface block 2 are united and fixed.

【0013】嵌合孔14には、必要に応じて接着剤カプセ
ル等を仕込み、ピン23の嵌入によりカプセルが破砕され
て嵌合孔14内に接着剤が充填され、ピン23と嵌合孔14が
接着剤により接着されて控えブロック1と表面ブロック
2の固定を完全なものにすることもできる。
An adhesive capsule or the like is charged into the fitting hole 14 as necessary, and the capsule is crushed by the insertion of the pin 23, and the adhesive is filled in the fitting hole 14. Can be adhered by an adhesive so that the fixing of the stay block 1 and the surface block 2 can be completed.

【0014】図6は本発明によるブロックを用いたブロ
ック積みにより擁壁を構築する場合の積み上げ形態を縦
断側面図によって示すものであるが、(1)の場合は単
位ブロックは同一形状で表面パネル21はテーパー嵌合構
造22に水平に接合しており、(2)の場合は単位ブロッ
クは同一形状で表面パネル21が図2に示すようにテーパ
ー嵌合構造22に傾斜接合し、(3)の場合は表面パネル
21がテーパー嵌合構造22に傾斜接合し、積み上げ段ごと
に支持胴12の長さが異なってきている。なお、(4)は
表面パネル21と控えパネル11が平行傾斜して形成され、
水平積みにより擁壁表面と控え面が平行傾斜して構築さ
れる積み上げ構造を示すものである。
FIG. 6 is a vertical sectional side view showing a stacking form when a retaining wall is constructed by block stacking using blocks according to the present invention. In the case of (1), the unit blocks have the same shape and the front panel is formed. 21 is horizontally joined to the tapered fitting structure 22; in the case of (2), the unit block has the same shape and the front panel 21 is inclinedly joined to the tapered fitting structure 22 as shown in FIG. In case of front panel
21 is inclinedly joined to the tapered fitting structure 22, and the length of the support cylinder 12 is different for each stacking stage. In (4), the front panel 21 and the holding panel 11 are formed so as to be inclined in parallel.
It shows a stacked structure in which the retaining wall surface and the retaining surface are constructed in parallel and inclined by horizontal stacking.

【0015】この場合、(1)と(2)は控えブロック
の形は同一であるから、控えブロックについては単一の
成形型枠で成形でき、表面ブロックについて特別の成形
型枠を調製すれば良い。しかしながら、(3)の場合
は、表面ブロックの形は(2)と同一であり、控えブロ
ックの支持胴12の長さが積み上げ段ごとに異なってきて
いる。従って、積み上げ段ごとに支持胴12の長さが異な
る特別の成形型枠を調製する必要が生じてくる。
In this case, since (1) and (2) have the same shape of the retaining block, the retaining block can be molded by a single molding form, and if a special molding form is prepared for the surface block, good. However, in the case of (3), the shape of the surface block is the same as that of (2), and the length of the support cylinder 12 of the stay block is different for each stacking stage. Therefore, it becomes necessary to prepare a special mold having a different length of the support cylinder 12 for each stacking stage.

【0016】次に上記のように積み上げ段ごとに支持胴
12の長さが異なってくる控えブロックを単一の型枠によ
り成形する成形型枠の実施例について説明する。4は型
枠本体を構成する基台盤で略台形に構成され、その基端
部に妻板41、先端側に妻板42、両側側板43、44がそれぞ
れ下端基部を蝶番45、45・・によって外側に回動して開
閉するように取付けられている。
Next, as described above, the support cylinder
A description will be given of an embodiment of a forming mold in which a block having different lengths 12 is formed by a single mold. Reference numeral 4 denotes a base plate constituting the formwork body, which is formed in a substantially trapezoidal shape. A base plate 41 is provided at the base end, a base plate 42 is provided at the distal end side, and both side plates 43 and 44 are formed by hinges 45, 45. It is mounted so that it can be rotated and opened and closed.

【0017】基台盤4の先端側中央部には、控えパネル
11の成形部の幅を残して2本の支持胴12、12を成形区画
する中型5が取付け固定され、その両側面と本体の両側
側板43、44の内側壁面によって支持胴12、12の成形部5
1、51が区画構成される。
At the center of the base 4 on the front end side, a stay panel is provided.
A middle mold 5 for forming and partitioning the two support cylinders 12, 12 while leaving the width of the molding section 11 is fixedly mounted, and the support cylinders 12, 12 are formed by both side surfaces and the inner wall surfaces of both side plates 43, 44 of the main body. Part 5
1 and 51 are sectioned.

【0018】成形部51、51の底部には、それぞれ支持胴
12、12の長さを規定するスライドアタッチメント6、6
が任意の支持胴長さ位置において着合固定できるよう
に、段階的な間隔をもってアタッチメント6、6の取付
け孔61、61・・が設けられ、基台盤3に中型5を取付け
固定し、所定の支持胴長さ位置にスライドしてアタッチ
メント6、6を取付けて所要の控えブロックの成形規制
が行われる。
At the bottom of the molding sections 51, 51, support
Slide attachments 6 that define the length of 12,12
Attachment holes 61, 61,... Of the attachments 6, 6 are provided at stepwise intervals so that they can be fixed and fixed at any support cylinder length position. The attachments 6 and 6 are attached by sliding to the position of the support cylinder length of the support cylinder, and a required restriction block forming regulation is performed.

【0019】スライドアタッチメント6、6は、本体基
部側下部に支持胴の先端テーパー嵌合構造部の形状に凹
陥する成形部52が形成され、上面には成形後、脱型時に
アタッチメントを吊り上げるフック62、取付け基部には
取付ボルトサポート用パイプ63が埋め込まれて、これを
通して取付け孔61と螺合する取付ボルト64がアタッチン
トに挿通されるようになっている。
The slide attachments 6, 6 are formed at the lower part on the base side of the main body with a molded part 52 recessed into the shape of a tapered fitting structure at the tip of the support cylinder, and formed on the upper surface with a hook 62 for lifting the attachment at the time of demolding after molding. A mounting bolt support pipe 63 is embedded in the mounting base, through which a mounting bolt 64 screwed into the mounting hole 61 is inserted through the attachment.

【0020】また、支持胴のテーパー嵌合構造成形部52
の嵌合面成形下面にはインサートナット取付用治具65が
設けられ、成形品の嵌合部上面にインサート用ナットが
成形と同時に設定されるようになっている。
Further, the tapered fitting structure forming portion 52 of the support cylinder is provided.
A jig 65 for mounting an insert nut is provided on the lower surface of the molded surface of the molded product, and an insert nut is set on the upper surface of the molded part at the same time as molding.

【0021】中型5は、基部側中央部内側に先端側幅の
拡縮操作に対応するクサビ状支点部53、先端側に基台盤
3への取付け時や脱型時に先端側幅の拡縮操作を行うタ
ーンバックル54、上面には吊り上げ用フック55が設けら
れている。
The middle die 5 has a wedge-shaped fulcrum 53 corresponding to the operation of expanding and contracting the width of the distal end inside the central portion on the base side. A turnbuckle 54 to be performed is provided, and a lifting hook 55 is provided on the upper surface.

【0022】以上のように構成された型枠は、先ず、基
台盤3の先端側中央部に中型5を取付け、その両側に取
付ボルト64と取付け孔61により所定の支持胴長さに位置
調整してアタッチメント6、6を取付けると共に、両側
側板33、34を閉じて妻板31、妻板32が嵌合係止されて型
枠が完成される。
In the formwork configured as described above, first, the middle mold 5 is attached to the center of the base plate 3 at the tip end side, and is positioned at a predetermined support body length by attaching bolts 64 and attaching holes 61 on both sides thereof. Attachments 6 and 6 are attached by adjustment, and both side plates 33 and 34 are closed, and end plates 31 and 32 are fitted and locked to complete the formwork.

【0023】成形品成形スペースSにコンクリート等の
成形材料を充填し、養生した後の脱型は、先ず、両側側
板43、44、妻板41、42を回動して開き、ターンバックル
54により中型5の先端側幅を縮幅してアタッチメント
6、6及び成形品との接合部を剥離すると共に、取付ボ
ルト64を外してフック62によりアタッチメント6、6を
上方に吊り上げて脱型し、更に、フック55により中型5
を上方に吊り上げて脱型するように構成されている。
After the molding material such as concrete is filled in the molding space S and cured, the mold is released from the mold by first rotating the side plates 43 and 44 and the end plates 41 and 42 to open them,
The width of the tip side of the middle mold 5 is reduced by 54 to separate the joints with the attachments 6 and 6 and the molded product, and the attachment bolts 64 are removed, and the attachments 6 and 6 are lifted up by the hooks 62 and removed. , And a hook 5
Is lifted upward and removed from the mold.

【0024】本発明は以上のように構成したので、重量
と体積が大きくて取扱い難い大型ブロックを、控えブロ
ック1と表面ブロック2に分割して任意の場所で嵌合し
て用いることができ、移動、搬送や取扱いに便宜なもの
とすることができた。
Since the present invention is constructed as described above, a large block which is large in weight and volume and which is difficult to handle can be divided into a copy block 1 and a surface block 2 to be fitted and used at any place. Movement, transportation and handling could be made convenient.

【0025】また、控えブロックをベースとして、表面
ブロックを取り替えても同一形状の控えブロックを用い
ることができるので、型枠の種類を大幅に減少させるこ
とができると共に、表面ブロックの設計を変化させるだ
けで多様な形態の擁壁に対応することができるものであ
る。
Further, since the retaining block having the same shape can be used based on the retaining block even when the surface block is replaced, the type of the mold can be greatly reduced and the design of the surface block can be changed. It can respond to various forms of retaining wall alone.

【0026】また、控えパネル11と表面パネル21を支持
胴12によって連結する構成を基本構成としたので、パネ
ルと連結支持胴によって構成される空間が中空部15を構
成し、ブロックの重量軽減に資すると共に、中空部15に
植栽土を充填して図5に示すように擁壁面に植栽を行な
うこともできる等、多様な利点を有している。
Also, since the structure in which the stay panel 11 and the front panel 21 are connected by the support body 12 is basically used, the space formed by the panel and the connection support body forms the hollow portion 15, and the weight of the block can be reduced. It has various advantages such as being able to fill the hollow 15 with planting soil and planting on the retaining wall as shown in FIG.

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

【図1】本発明の実施例を示すもので、控えブロックと
表面ブロックの嵌合状况を示す分解斜視図である。
FIG. 1 shows an embodiment of the present invention and is an exploded perspective view showing a fitting state of a stay block and a front block.

【図2】同じく、表面パネルに傾斜を持たせた表面ブロ
ックの実施例を示す斜視図である。
FIG. 2 is a perspective view showing an embodiment of a surface block in which a front panel is inclined.

【図3】同じく、表面パネルに傾斜を持たせた表面ブロ
ックに控えブロックを嵌合した場合の実施例を示す斜視
図である。
FIG. 3 is a perspective view showing an embodiment in which a stay block is fitted to a surface block having an inclined front panel.

【図4】同じく、図3の嵌合部における嵌合ピンと嵌合
孔との嵌合状况を示す嵌合部の断面図である。
4 is a cross-sectional view of a fitting portion showing a fitting state of a fitting pin and a fitting hole in the fitting portion of FIG. 3;

【図5】同じく、表面パネルと控えパネルが平行傾斜し
て水平積みにより擁壁表面と控え面が平行傾斜して構築
されるブロックの実施例を示す斜視図である。
FIG. 5 is a perspective view showing an embodiment of a block in which the surface panel and the retaining panel are inclined in parallel, and the retaining wall surface and the retaining surface are constructed in parallel by horizontal stacking.

【図6】同じく、本発明によるブロックの変化と積重ね
形態の実施例を示す各積重ね状態の縦断側面図で、
(1)は支持胴に対して表面パネルを垂直に連結したブ
ロックの積重ね形態例、(2)は支持胴に対して表面パ
ネルを傾斜連結したブロックの積重ね形態例、(3)は
支持胴に対して表面パネルを傾斜連結し、控えブロック
の支持胴の長さに変化を与えたブロックの積重ね形態
例、(4)は支持胴に対して表面パネルと控えパネルが
平行傾斜して水平積みにより擁壁表面と控え面が平行傾
斜して構築されるブロックの積重ね形態例である。
FIG. 6 is a vertical sectional side view of each stacked state, similarly showing an embodiment of a change of blocks and a stacked form according to the present invention;
(1) is an example of a stacked configuration of blocks in which a surface panel is vertically connected to a support cylinder, (2) is an example of a stacked configuration of blocks in which a surface panel is inclinedly connected to a support cylinder, and (3) is an example of a stacked form of blocks. On the other hand, the stacking of the blocks in which the front panel is inclined and the length of the support cylinder of the stay block is changed by connecting the front panel obliquely, (4) is the horizontal stack in which the front panel and the stay panel are inclined parallel to the support cylinder. It is an example of a stack form of the block constructed in such a manner that the retaining wall surface and the retaining surface are inclined in parallel.

【図7】同じく、本発明によるブロックを植栽ブロック
とした積重ね形態の実施例を示す各積重ね状態の縦断側
面図である。
FIG. 7 is a vertical sectional side view of each stacked state showing an embodiment of a stacked form in which blocks according to the present invention are planted blocks.

【図8】同じく、控えブロックの支持胴の長さに変化を
与えるブロック成形型枠の一例を示す型枠本体基台盤の
平面図である。
FIG. 8 is a plan view of a form body base plate showing an example of a block forming form that changes the length of the support cylinder of the stay block.

【図9】同じく、図5の成形型枠の組立て状態における
平面図である。
FIG. 9 is a plan view of the molding frame of FIG. 5 in an assembled state.

【図10】同じく、図5の成形型枠の一部を切欠断面して
要部の構造を示す左側面図である。
FIG. 10 is a left side view showing the structure of the main part by cutting out a part of the forming mold frame of FIG. 5 in the same manner.

【図11】同じく、図5の成形型枠の中型を基台盤に設定
した状態を示す中型の斜視図である。
11 is a perspective view of the middle mold showing a state in which the middle mold of the molding frame of FIG. 5 is set on a base board.

【図12】従来の擁壁用大型ブロックの斜視図である。FIG. 12 is a perspective view of a conventional large block for retaining wall.

【符号の説明】[Explanation of symbols]

1 控えブロック 11 控えパネル 12 支持胴 13 控えブロックのテーパー嵌合構造 14 嵌合面のピン嵌合孔 15 ブロックの中空部 2 表面ブロック 21 表面パネル 22 表面ブロックのテーパー嵌合構造 23 嵌合面に植設されたピン 3 控えブロックの支持胴長さ調整成形型枠本体 31 支持胴成形基部 32 テーパー嵌合構造部の型枠 33 型枠の伸縮構造部 4 型枠本体を構成する基台盤 41 基端側妻板 42 先端側妻板 43・44 両側側板 45 開閉蝶番 5 中型 51 支持胴の成形部 52 テーパー嵌合構造成形部 53 クサビ状支点部 54 ターンバックル 55 吊り上げ用フック 6 スライドアタッチメント 61 アタッチメントの位置調整取付け孔 62 吊り上げフック 63 取付ボルトサポート用パイプ 64 アタッチメント取付ボルト 65 インサートナット取付用治具 7 従来の擁壁用大型ブロック 71 従来の擁壁用大型ブロックの上面 72 従来の擁壁用大型ブロックの底面 73 従来の擁壁用大型ブロックの中空部 A 単位ブロックとなる擁壁用大型ブロック B 擁壁面の植栽 S 成形品成形スペース DESCRIPTION OF REFERENCE NUMERALS 1 stay block 11 stay panel 12 support body 13 taper fitting structure of stay block 14 pin fitting hole of fitting surface 15 hollow part of block 2 surface block 21 front panel 22 taper fitting structure of surface block 23 fitting surface Planted pins 3 Main frame for adjusting the length of the support cylinder of the retaining block 31 Main frame for forming the support cylinder 32 Mold for the taper fitting structure 33 Telescopic structure for the mold 4 Base for constituting the frame main body 41 Base end plate 42 Front end plate 43/44 Side plate 45 Opening / closing hinge 5 Medium size 51 Support body forming part 52 Tapered fitting structure forming part 53 Wedge-shaped fulcrum 54 Turnbuckle 55 Lifting hook 6 Slide attachment 61 Attachment position Adjustment mounting hole 62 Lifting hook 63 Mounting bolt support pipe 64 Attachment mounting bolt 65 Insert nut mounting jig 7 Conventional large block for retaining wall 71 Top surface of conventional large block for retaining wall 72 Bottom surface of conventional large block for retaining wall 73 Hollow portion of conventional large block for retaining wall A Large block for retaining wall to be unit block B Planting of retaining wall S Molding space

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 先端部にテーパー嵌合構造を形成した支
持胴と控えパネルを連結した控えブロックと、表面パネ
ルの裏面に控えブロックの上記テーパー嵌合構造に対応
して嵌合するテーパー嵌合構造を形成した表面ブロック
とから成る擁壁用大型ブロック
1. A stay block which connects a support cylinder having a tapered fitting structure formed at a distal end thereof to a stay panel, and a taper fitting which fits on the back surface of the front panel corresponding to the taper fitting structure of the stay block. Large block for retaining wall consisting of surface block with structure
【請求項2】 表面ブロックのテーパー嵌合構造嵌合面
に嵌合ピンを植設し、控えブロックの嵌合受構造面に嵌
合ピンが嵌入される嵌合孔を穿設すると共に、嵌合孔内
に接着剤を充填したカプセルを装填しておき、控えブロ
ックに対して表面ブロックが落とし込まれると、嵌合ピ
ンが嵌合孔に嵌入され、同時に接着剤カプセルが破砕さ
れて接着剤と嵌合ピンにより控えブロックと表面ブロッ
クが合体固定されるようにした請求項1記載の擁壁用大
型ブロック
2. A fitting pin is implanted on a fitting surface of a taper fitting structure of a surface block, and a fitting hole into which the fitting pin is fitted is formed on a fitting receiving structure surface of a stay block. When the capsule filled with adhesive is loaded in the hole and the surface block is dropped into the stay block, the fitting pin is inserted into the fitting hole, and at the same time, the adhesive capsule is crushed and the adhesive capsule is crushed. 2. The large block for retaining wall according to claim 1, wherein the stay block and the surface block are united and fixed by the and the fitting pin.
【請求項3】 表面ブロックを、表面ブロックのテーパ
ー嵌合構造部に対して、構築される擁壁の傾斜角度に対
応した任意の角度に傾斜させて表面パネルを接合して形
成するようにした請求項1又は請求項2記載の擁壁用大
型ブロック
3. The surface block is formed by joining the surface panel to the taper fitting structure of the surface block at an arbitrary angle corresponding to the inclination angle of the retaining wall to be constructed. The large block for a retaining wall according to claim 1 or 2.
【請求項4】 表面ブロックの表面パネルと控えブロッ
クの控えパネルを、両ブロックのテーパー嵌合構造部に
対して、構築される擁壁の傾斜角度に対応した任意の角
度に傾斜させ、嵌合接合により両パネルが平行傾斜して
形成されるようにした請求項1又は請求項2記載の擁壁
用大型ブロック
4. The front panel of the front block and the stay panel of the stay block are inclined with respect to the taper fitting structure of both blocks at an arbitrary angle corresponding to the inclination angle of the retaining wall to be constructed, and fitted. 3. The large block for a retaining wall according to claim 1, wherein both panels are formed so as to be inclined in parallel by joining.
【請求項5】 控えパネルと支持胴の基部を成形するよ
うに構成した型枠本体に対して、支持胴の先端テーパー
嵌合構造部の型枠の着合位置を進退調整可能に構成し、
型枠本体の支持胴基部成形部に対して支持胴の先端テー
パー嵌合構造部の型枠が任意の支持胴長さ位置において
着合固定できるように構成したことを特徴とする擁壁用
大型ブロックの控えブロックの成形型枠
5. A configuration in which a fitting position of a form of a tapered fitting structure portion at a tip end of a support cylinder is adjustable with respect to a form main body configured to form a base of the retainer panel and the support cylinder, and
Large size for retaining wall, characterized in that the form of the tapered fitting structure at the tip of the support body can be fixedly fixed to the support body base forming part of the form body at an arbitrary length of the support body. Block buttress block forming formwork
JP2001128926A 2001-04-26 2001-04-26 Large blocks and molding forms for retaining walls Expired - Fee Related JP3556920B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001128926A JP3556920B2 (en) 2001-04-26 2001-04-26 Large blocks and molding forms for retaining walls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001128926A JP3556920B2 (en) 2001-04-26 2001-04-26 Large blocks and molding forms for retaining walls

Publications (2)

Publication Number Publication Date
JP2002322657A true JP2002322657A (en) 2002-11-08
JP3556920B2 JP3556920B2 (en) 2004-08-25

Family

ID=18977545

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001128926A Expired - Fee Related JP3556920B2 (en) 2001-04-26 2001-04-26 Large blocks and molding forms for retaining walls

Country Status (1)

Country Link
JP (1) JP3556920B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012507649A (en) * 2008-11-05 2012-03-29 アラン ブロック コーポレイション Retaining wall block consisting of multiple elements
KR101307420B1 (en) * 2010-10-13 2013-09-11 조병선 Block for Reinforced Earth Retaining Wall and Retaining Wall using the Same
JP5788615B1 (en) * 2015-01-05 2015-10-07 株式会社アイテクノス Retaining wall block
JP2017186840A (en) * 2016-04-08 2017-10-12 ケイコン株式会社 Inclined water channel block, construction method of inclined water channel using the same, and inclined water channel
JP2021181733A (en) * 2020-05-20 2021-11-25 株式会社オーイケ Block for retaining wall

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101783460B1 (en) * 2016-06-30 2017-10-12 저주 진 Assembly type reinforcement block

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012507649A (en) * 2008-11-05 2012-03-29 アラン ブロック コーポレイション Retaining wall block consisting of multiple elements
US8851803B2 (en) 2008-11-05 2014-10-07 Allan Block, Llc Multi-component retaining wall block
KR101307420B1 (en) * 2010-10-13 2013-09-11 조병선 Block for Reinforced Earth Retaining Wall and Retaining Wall using the Same
JP5788615B1 (en) * 2015-01-05 2015-10-07 株式会社アイテクノス Retaining wall block
JP2017186840A (en) * 2016-04-08 2017-10-12 ケイコン株式会社 Inclined water channel block, construction method of inclined water channel using the same, and inclined water channel
JP2021181733A (en) * 2020-05-20 2021-11-25 株式会社オーイケ Block for retaining wall

Also Published As

Publication number Publication date
JP3556920B2 (en) 2004-08-25

Similar Documents

Publication Publication Date Title
CN203712840U (en) Small box girder concrete pouring mold
CN104831922A (en) Adjustable square column steel formwork
US20090146043A1 (en) Modular form for casting concrete highway barriers
US5376315A (en) Method and apparatus for concrete casting of a unitary structure
KR102019193B1 (en) Construction method of reinforced soil retaining wall
CN101905484A (en) Moulding mould special for bridge precast beam plate
JP2002322657A (en) Large-size block and mold form for retaining wall
CN104149177B (en) Assembling type reinforced concrete cable trench production mould
KR20080006425U (en) Mould apparatus concret pannel
CN110480803B (en) Special forming die for precast beam plate
CN109176840A (en) The mold and its casting method of tunnel square shape prefabricated components
CN110984692B (en) Do benefit to enclosure stand of construction
CN110984691B (en) Construction method of enclosure upright post
CN204960306U (en) Square column steel form with adjustable
CN108160939A (en) For manufacturing the system and method for scraper bowl
CN204160610U (en) Novel assembled armored concrete cable trench production mould
CN216276965U (en) Concrete pouring equipment with adjusting function
CN207058843U (en) The prefabricated mould of easy assembling and dismantling
CN211598036U (en) Spliced pouring type enclosure upright post
CN110984693B (en) Method for keeping alignment of upright post panels of enclosing wall during pouring
CN208247114U (en) A kind of internal module, sectional die and prefabricated overlapping wall body structure
KR100750718B1 (en) A pillar concrete form
CN216099546U (en) Well lid watering mould subassembly
CN214272922U (en) Sewage treatment pond cone basis steel form and matrix connection structure thereof
CN217710828U (en) Combined type template and wall system for reinforced earth retaining wall cast-in-place wall surface

Legal Events

Date Code Title Description
TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20040421

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040513

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090521

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100521

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100521

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110521

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120521

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120521

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130521

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140521

Year of fee payment: 10

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees