JPH09209331A - Curve construction method for large makeup freestanding block - Google Patents

Curve construction method for large makeup freestanding block

Info

Publication number
JPH09209331A
JPH09209331A JP4788396A JP4788396A JPH09209331A JP H09209331 A JPH09209331 A JP H09209331A JP 4788396 A JP4788396 A JP 4788396A JP 4788396 A JP4788396 A JP 4788396A JP H09209331 A JPH09209331 A JP H09209331A
Authority
JP
Japan
Prior art keywords
block
curve
wall
construction
products
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
JP4788396A
Other languages
Japanese (ja)
Inventor
Isamu Sasaki
勇 佐々木
Ryuichi Akashi
隆一 明石
Kaneshige Matsuhashi
金重 松橋
Kiyotaka Kikuchi
清隆 菊地
Isao Ogata
功 尾形
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.)
AKITA PREF GOV DOBOKU CONCRETE BLOCK KOGYO KUMIAI
Original Assignee
AKITA PREF GOV DOBOKU CONCRETE BLOCK KOGYO KUMIAI
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 AKITA PREF GOV DOBOKU CONCRETE BLOCK KOGYO KUMIAI filed Critical AKITA PREF GOV DOBOKU CONCRETE BLOCK KOGYO KUMIAI
Priority to JP4788396A priority Critical patent/JPH09209331A/en
Publication of JPH09209331A publication Critical patent/JPH09209331A/en
Pending legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Revetment (AREA)

Abstract

(57)【要約】 【課題】 壁面法勾配を有する構築コンクリートブロッ
クにおいて、大型の自立ブロックでヘアピンカーブの様
な複雑多岐な内カーブ、外カーブの現場でもその構築を
容易ならしむ課題を有する。 【解決手段】 通常の大型自立ブロックと、このブロッ
クと高さを同じく前面壁合端横巾をこのブロックの凡そ
1/2として控尻壁合端横巾は、外カーブ製品であれば
施工される現場の最小半径を基準にして、その弧の差だ
けを広く、内カーブ製品であれば狭く構成し且つ前面と
背面の両壁面を化粧面とし、輪郭合端の左右縦合端を円
弧状、上下横合端を水平台端として合渠軸体で一体とし
てなる製品をカーブ用長短尺製品として複種類製造し、
これらの製品を組合せ使い分けて使用する様にしてなる
と同時に、これらのブロックの控尻よりアンカーブロッ
クを仮想背面アンカー版として構築する手段も講ずる。
(57) [Abstract] [Problem] In a construction concrete block having a wall surface gradient, there is a problem that a large self-supporting block facilitates its construction even on the site of complicated and various inner curves such as a hairpin curve and outer curves. SOLUTION: An ordinary large self-supporting block and a height of this block are the same as the front wall joint end width of about 1/2 of this block. Based on the minimum radius of the site, only the difference between the arcs is wide, if it is an inner curve product, it is made narrow and both the front and back wall surfaces are decorative surfaces, and the left and right vertical ends of the contour end are arcuate , We manufacture multiple types of products as long and short products for curves, which are integrated with the abutment shaft body with the upper and lower horizontal ends as horizontal base ends,
At the same time that these products will be used separately in combination, a means to construct an anchor block as a virtual back anchor version from the bottom of these blocks will also be taken.

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、壁面法勾配を有しての
ヘアピンカーブ(hairpin curve)等の壁
体法線の複雑多岐な現場での大型化粧自立ブロックの構
築に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the construction of a large-sized makeup freestanding block in a site where a wall body normal such as a hairpin curve having a wall surface gradient is complicated and diversified.

【0002】[0002]

【従来の技術】従来の自立大型ブロック(1000×1
000×350mm、1000×500×350mmの
1mで1個使用か1mで2個使用)のカーブ施工で
ヘアピンカーブの様な比較的半径が小さい、しかも複雑
多岐なカーブでは、その施工に裏型枠無しの自立ブロッ
クでは、無理が有り、その施工には、もっぱら日本工業
規格コンクリート積みブロック(JIS−A−532
3)の1mで8個使用か1mで10個使用の当該規
格表の図1.積みブロックの基本図又は参考図1.の製
品平面図に図示する控尻の絞り込んだ自立しない胴込み
コンクリート打設時裏型枠の必要とするブロック(施工
時控尻に胴支えを使用ブロック)での施工か、あるいは
現地隙間に型枠を取り付けてコンクリートを打設する方
法が有った。
2. Description of the Related Art Conventional large-scale free-standing blocks (1000 x 1
000 x 350 mm, 1000 x 500 x 350 mm 1 m 2 used 1 piece or 1 m 2 2 pieces used) With a relatively small radius such as a hairpin curve, and with a complex variety of curves, it is the back of the construction A self-supporting block without formwork is unreasonable, and its construction is entirely based on the Japanese Industrial Standard Concrete Block (JIS-A-532).
Figure 3 of the standard table of 8) used in 1 m 2 or 10 used in 1 m 2 of 3). Basic or reference diagram of stacking block 1. As shown in the product plan of the above, the block is not self-supporting with the squeeze squeezed out. When placing concrete, use a block that requires a back formwork (a block that uses a cylinder support for the butt at the time of construction). There was a method of mounting a frame and pouring concrete.

【0003】しかし、これらの製品では、壁面法勾配を
有する現場での施工には、石工と言われる施工技術職人
を必要とするばかりか1段施工する毎に養生する等で能
率の上がらぬ欠点と、胴込みコンクリートの打設時に使
用するバイブレーターの振動による製品の移動が起こる
等の欠点も合わせ持っていた、それに、ブロック自体が
1mで8個〜10個使用のために、構築壁面が高く法
長が大きいと化粧ブロックに於いては、その模様構成が
小さく感じ環境的構築壁としては変化に乏しく、不充分
とみられていた。
However, these products require a construction engineer called a mason for the construction at a site having a wall surface gradient, and they are not efficient because they are cured every time they are constructed. In addition, there was a defect that the product moved due to the vibration of the vibrator used when placing the concrete in the case, and the building wall surface for the use of 8 to 10 blocks per 1 m 2 When the height was high and the length was large, the pattern structure of the makeup block was small and it was considered to be inadequate as an environmental building wall.

【0004】又、隙間に型枠を取り付けてコンクリート
を打設する方法は時間を要すると共に出来上がり面をコ
ンクリートの硬化後削り取り積み法勾配と凹凸を合わせ
て馴染ませる作業工程も余分に必要としていた。
In addition, the method of placing a mold in the gap and placing concrete requires a long time and an extra working step to adjust the finished surface after the concrete is hardened by shaving and stacking method and the unevenness.

【0005】そこで、秋田県コンクリートブロック工業
組合の技術委員会では、各社に於いて長い間これらの製
品の設計、製造、施工現場に従事しながら、上記説示の
従来製品と工法の欠点と問題点を考慮しながら、胴込み
コンクリート打設時裏型枠の必要としない、しかも、比
較的半径も小さいヘアピンカーブの様な複雑多岐な現場
でも施工出来る製品の開発に努めて数多くの模型ブロッ
クを製作し、研究を重ねた結果、本発明製品の解決課題
を次の様にしたものである。
Therefore, the technical committee of the Akita Concrete Block Industrial Association has been engaged in designing, manufacturing, and construction sites of these products for a long time in each company, and has the drawbacks and problems of the conventional products and the construction method described above. In consideration of the above, we made many model blocks in an effort to develop a product that does not require a back formwork when pouring concrete and that can be installed on a variety of complex sites, such as a hairpin curve with a relatively small radius. As a result of repeated research, the problem to be solved by the product of the present invention is as follows.

【0006】[0006]

【発明が解決しようとする課題】 製品の型枠の種類を最小限とし且つ製造は複雑で無
く、型枠コストへも安価であり、施工に於いては背面控
尻にも自立出来る合端を有して石工と言う技術職人を必
要とせず、誰でも容易に施工出来る製品とすると共に胴
込みコンクリート打設時バイブレーターの使用によるブ
ロックの移動のない製品型状でカーブの段重ねが容易に
出来る様にする。
[Problems to be Solved by the Invention] The type of product formwork is minimized, the manufacturing is not complicated, the formwork cost is low, and a back end that can be self-supporting is also provided on the back side during construction. It is a product that can be easily installed by anyone without the need for a craftsman, who is also a mason, and a product type that does not move the block due to the use of a vibrator when pouring concrete into the concrete, which makes it easy to stack curves. Like

【0007】 1mで1個使用か1mで2個使用
の大型自立製品と組み合わせて半径の比較的小さいヘア
ピンカーブの内カーブでも外カーブでも施工出来る様に
する。
[0007] also to like can be applied by outside curve in the inner curve of a relatively small hairpin curve of radius in combination with the large free-standing product of the two used in the 1m 2 with a single use or 1m 2.

【0008】 化粧面の凹凸を利用し違和感の無い環
境化粧ブロック製品とする。
An environmental makeup block product that does not feel uncomfortable by utilizing the unevenness of the makeup surface.

【0009】 加えて、カーブの土圧応力、特に内カ
ーブの土圧に対して十分な安定が確保される課題も有し
て、本発明製品の解決手段を次の様にしたものである。
In addition, there is also a problem that sufficient stability is ensured against earth pressure stress of a curve, particularly earth pressure of an inner curve, and the solution means of the product of the present invention is as follows.

【0010】[0010]

【発明が解決しようとする手段】カーブブロックは、従
来の普通化粧ブロックと高さを同じくして、前面横巾は
普通ブロックの約1/2とし、これより控尻壁巾を長短
尺(外カーブは長く、内カーブは短く)として輪郭控尻
面とし、両面化粧面の合端段重ね自立ブロックとする。
The curve block has the same height as a conventional ordinary decorative block, and the front width is about 1/2 of that of the ordinary decorative block. The curve is long and the inner curve is short), and the contour is adjusted to the bottom surface.

【0011】更に、高さを同じくして、前後の壁面巾を
短尺とした両面化粧の自立合端を有するブロックとし
て、普通ブロックの他にカーブ用として3種類程製造し
これをカーブの半径に応じて普通ブロックと組み合わせ
て使い分けし、カーブ擁壁を構築する手段を講ずる。こ
れを実施例の図面で説明する。
Further, as a block having self-supporting joints of double-sided makeup with the same height and a short front and rear wall width, about 3 types are manufactured for curves as well as ordinary blocks, and these are used as the radius of the curve. Depending on the situation, we will combine it with ordinary blocks and use them properly to take measures to construct curved retaining walls. This will be described with reference to the drawings of the embodiments.

【0012】[0012]

【発明の実施例】まず最も多く使用されているブロック
の控長r. (前面合端端部より控尻端部までの長さ、
JIS−A−5323では前面合端端部より20mmま
での凸部は控長に加えて良い)を350mm製品の施工
現場を基に関係実施例図で順次説明する。
BEST MODE FOR CARRYING OUT THE INVENTION First, the length of a block used most often r. (The length from the front end to the tail end,
According to JIS-A-5323, the convex portion up to 20 mm from the front end of the front surface may be added in addition to the length).

【0013】壁面法勾配(通常では1:0.3〜1:
0.5が標準)を有しての段重ね構築コンクリートブロ
ックに於いて、前面側の化粧壁面1.と背面控尻壁面
2.とをほぼ同じ輪郭(実際は数mm控尻壁の輪郭を施
工クリアランスとして小さくする)の版状矩形とし、こ
れを合渠軸体3.3.を有して前面壁横巾a.背面壁横
巾b.の横長の大型で合端自立する前面化粧普通ブロッ
クA.とする。
Wall method gradient (usually 1: 0.3 to 1:
In the layered construction concrete block having 0.5), the decorative wall surface on the front side is 1. And rear buttress wall 2. And are the plate-shaped rectangles having substantially the same contour (actually, the contour of the buttocks wall is made smaller as the construction clearance), and this is the abutment shaft body 3.3. The front wall width a. Back wall width b. A large, horizontally-oriented front decorative ordinary block that is self-supporting. And

【0014】この普通ブロックと高さh.を同じくして
化粧壁面1.の横巾を凡そ1/2のカーブブロック前面
壁合端横巾a−1.を基本とし、背面壁合端横巾は、こ
の前面壁合端横巾a−1.より短尺2α.の表1.(標
準50mm短くする)の数値を考慮してその寸法をカー
ブブロックの背面壁合端横巾b−1.とし、内カーブで
あれば凸部化粧面1−1.を前面側と控尻面の両面に構
築し、外カーブであれば背面の控尻壁合端横巾b−1.
は、前面壁合端横巾a−1.より長尺2α.として構成
した両面凹部化粧面1−2.の版とする。これを1本合
渠軸体3.で一体化するものであるが、前面側と控尻面
の輪郭合端は上下は水平両合端で左右両端はカーブの曲
がりと施工クリアランスを緩和する為に円弧状合端4.
4.とした製品とし、これをカーブ用長短尺ブロックB
−1.とする。
This normal block and height h. Same as above 1. Width of the curve block is about 1/2. Based on the above, the rear wall joint width is a-1. Shorter 2α. Table 1. Considering the numerical value (shortened by 50 mm as standard), the dimension is set to the width of the back wall joint end width of the curve block b-1. And if it is an inner curve, the convex decorative surface 1-1. Is constructed on both the front side and the buttocks side, and if it is an outside curve, the buttocks wall joint width on the back side b-1.
Is the front wall joint end width a-1. Longer 2α. Double-sided concave decorative surface configured as 1-2. Version of. This is one gully shaft 3. However, the contoured ends of the front side and the buttocks side are both horizontal at the top and bottom, and the left and right ends are arc-shaped at the both ends in order to ease the curving and construction clearance.
4. The long and short block B for curves
-1. And

【0015】[0015]

【表1】 [Table 1]

【0016】更にこのブロックより前面壁合端横巾も控
尻壁合端横巾も長短尺2α.としたカーブ用長短尺ブロ
ックB−2.(外カーブは長く、内カーブは短く)と
し、更にこのブロックより比例長短尺2α.としたカー
ブ用長短尺ブロックB−3.と複種類の製造をもって内
カーブ、外カーブ長短反転しながら現場カーブ半径に応
じて前面化粧普通ブロックA.と組合せ使い分けて使用
する様にしてなる大型化粧自立ブロックのカーブ構築の
方法である。
Furthermore, from this block, both the front end wall width and the buttocks wall end width are long and short 2α. Long and short block for curves B-2. (The outer curve is long, the inner curve is short), and the proportional length 2α. Long and short block for curve B-3. With multiple types of manufacturing, the front decorative ordinary block A. It is a method of constructing a curve for a large makeup freestanding block that is used separately in combination with.

【0017】実施では、[表1]の半径5mの現場で対
応出来れば、ほとんどこれより半径の大きい現場なので
最も大きい巾のカーブ製品は、実設計例の寸法平面図に
図示してある[図6]の前面壁合端横巾(マエツラ壁
巾)を500mmとし背面壁合端横巾(ウシロ壁巾)を
50mm短尺の450mm(外カーブは500mmに対
し550mmの長尺)の比例長短尺製品とし、次の製品
は、前面壁合端横巾を400mmとし背面壁合端横巾を
50mm短尺の350mm、次は、300mmの250
mmの複種類の製造製品とする。
In practice, if a site with a radius of 5 m in [Table 1] can be dealt with, the curve product with the largest width is shown in the dimensional plan view of the actual design example because the radius is almost larger than this. 6] the front wall joint width (Maetula wall width) is 500 mm, and the back wall joint width (Ushiro wall width) is 50 mm shorter 450 mm (outer curve is 500 mm longer than 550 mm). The next product has a front wall end width of 400 mm, a back wall end width of 50 mm, a short length of 350 mm, and a 300 mm end of 250.
It is a multi-mm manufactured product.

【0018】この両面化粧の自立製品の製造方法は、図
示していないが控長r.より両化粧面模様のパレットが
ガイドして入る程度の高い(長い)型枠とし、前面側の
化粧壁面を下として控尻壁面よりコンクリートを打設
し、コンクリートが控尻合端厚のある程度の高さまで達
したら控部の輪郭枠をガイドさせて控尻壁面の化粧面模
様のパレット(型枠)をプレス状態で押し込み製造し、
製品の初期養生が終わったら型枠を脱型する方法。
Although not shown in the drawings, the manufacturing method of the self-supporting product with double-sided makeup is not shown. Use a (long) formwork that allows the pallets with a decorative pattern on both sides to be guided, and place concrete on the retaining wall with the decorative wall on the front side facing down. When it reaches the height, guide the outline frame of the holding part and push in the pallet (form frame) with the decorative surface pattern of the buttocks wall in the press state to manufacture,
A method of demolding the mold after initial curing of the product.

【0019】これと、前面側の化粧壁面と控尻壁面を両
サイドに立てた状態(円弧状合端4.4.を立てた状
熊)で両サイドの合端の一端面(前面壁上部合端と控尻
上部の水平合端)よりコンクリートを打設し、ここを仕
上面として製造する方法。
With this, the decorative wall surface and the buttocks wall surface on the front side are erected on both sides (a bear having an arc-shaped joint 4.4), and one end face of the joint on both sides (upper front wall). A method of pouring concrete from the joint and the horizontal joint above the buttocks, and manufacturing it as the finished surface.

【0020】上段説示の製造方法での出来た製品の上面
構築面には気泡(bubble hole)やクレータ
ー(crater)が出来るが、しかし、施工時これら
の製品には必ず胴込みコンクリートを打設される製品な
ので問題は無く、むしろ、コンクリート付着が良い。
Bubbles and craters can be formed on the upper construction surface of the products produced by the manufacturing method described in the upper stage, however, at the time of construction, these products are always filled with concrete. Since it is a product that does not have any problems, concrete adhesion is rather good.

【0021】製品製造には、以上の2通りの方法がある
が、普通カーブブロックや外カーブブロックは前段説示
の控尻壁面の化粧面模様のパレット(型枠)をプレスす
る方法が良く、内カーブブロックは、大切な表面露出化
粧面の凸部に気泡が集中するので後段説示の合端よりコ
ンクリートを打設する製造方法が良い。
There are the above two methods for manufacturing products. For the ordinary curve block and the outer curve block, the method of pressing the pallet (form) of the decorative surface pattern of the bottom wall of the previous stage is preferable. In the curved block, air bubbles are concentrated on the convex part of the important exposed surface, so it is better to place concrete from the end of the latter instruction.

【0022】この様に前面側壁のみを化粧された前面化
粧普通ブロックA.と製品高さを同じくした普通ブロッ
クの巾の1/2巾の製品を基本とし、比例して段々控壁
の横巾を長短尺した両面化粧ブロックB−1.B−2.
B−3.の複種類とを内カーブ、外カーブに合わせ、そ
のカーブ半径に応じて構成される隙間間隔に、これらの
ブロックを時には両面化粧面を反転させて前面化粧普通
ブロックA.と組合せ、図示していないが裏型枠無しの
自立ブロックとして段重ねし、空洞部に胴込みコンクリ
ートD.を打設し、壁面法勾配を有するブロック擁壁土
留を容易に構築するものである。
In this way, the front decorative ordinary block A. Based on a product that is half the width of a normal block with the same product height, the double-sided decorative block in which the lateral width of the retaining wall is proportionately lengthened and shortened B-1. B-2.
B-3. Of the inner and outer curves, and these blocks are sometimes flipped over on both sides of the decorative face to form a gap interval formed according to the radius of the curve. Although it is not shown in the drawing, it is stacked as a self-supporting block without a back form, and the hollowed concrete D. Is installed to easily construct a retaining wall for the retaining wall of the block that has a slope on the wall surface.

【0023】加えて、内カーブの場合で背面土圧が大き
く変化する恐れの有る場合は[図7]の様にブロック背
面か胴込みコンクリートD.と連働させる様にしたジョ
イントフック5.を設けてアンカーブロックC.を盛土
仮想背面アンカー版として連結材6.をもって可撓連結
し、その土圧変化に対して安定を確保するものである。
カーブブロック積み擁壁の構築をこの様にする事により
本発明には、次の様な作用、効果がある。
In addition, when there is a possibility that the soil pressure on the rear surface may greatly change in the case of an inward curve, as shown in FIG. Joint hook designed to work with 5. The anchor block C. Connecting material as an embankment virtual back anchor plate 6. It is flexibly connected to secure stability against changes in earth pressure.
The present invention has the following actions and effects by constructing the curved block stacking retaining wall in this manner.

【0024】[0024]

【発明の作用、効果】 カーブブロックの前面壁合端横巾の寸法を500m
m製品(前面化粧普通ブロックA.が1000×500
×350mmの1mで2個使用時)としての製品で
は、控尻壁合端横巾の寸法を[表1]より、17.5×
2=35mm,カーブの施工クリアランスを片側5〜7
mmを考慮して、450mmとする事により、容易に両
面合端でカーブでの自立段重ねが出来、これをカーブブ
ロックの基本とし、法長で1段づつ壁面弧の半径が違い
周長の異なるものでも普通大型ブロックの他に複数個
(普通は3種類程度)の製品が有れば前面側壁面部と控
尻壁面部とを時に反転させる事で多くの組合せが出来る
と同時に一個又は2個置きに[図8]施工展開図の様に
同じものを使用する事により、半径の比較的小さい複雑
多岐なヘアピンカーブでも容易に施工が出来る。
[Operation and effect of the invention] The width of the front end of the curve block at the front end is 500 m.
m product (1000x500 for front makeup ordinary block A.
X 350 mm (when using 2 pieces at 1 m 2 ), the width of the joint edge wall joint end width is 17.5 x from [Table 1].
2 = 35 mm, the construction clearance of the curve is 5-7 on one side
In consideration of mm, by setting it to 450 mm, it is possible to easily make a self-supporting stepped stack in a curve at both ends, and this is the basis of the curve block. Even if they are different, if there are multiple (usually about 3 types) products in addition to the large block, many combinations can be made at the same time by reversing the front side wall surface part and the buttocks wall surface part at the same time. By using the same one as shown in [Fig. 8] Construction development, it is possible to easily construct complex hairpin curves with a relatively small radius.

【0025】 加えて、カーブ半径に合わせて控尻壁
も閉じられ、縦合端が円弧状合端と成っているので、従
来ブロック施工の様に胴込みコンクリート打設の為の裏
型枠(胴込みコンクリート押さえ抜き型枠)も必要とし
ないし、石工と言う技術職人も必要としない。
In addition, the bottom wall is closed according to the radius of the curve, and the vertical joint ends are arc-shaped joint ends. Therefore, the back formwork for pouring concrete (as in conventional block construction) ( It doesn't need a formwork that holds concrete in the body, nor does it require a mason.

【0026】 反転して使用出来る両面化粧面の為に
製造型枠の数が少なくてすむばかりか、合端厚を少し大
きく(合端型枠を深く)、その高さを調整出来る型枠と
して製造して置く事により、化粧面型枠(パレット)の
交換で普通カーブブロック、内カーブブロック、それ
に、簡単なアタッチメント型枠を設ける事により、外カ
ーブブロック製品もこの型枠で製造出来、型枠使用頻度
も多く製品製造原価に占める型枠コストが従来より大き
く軽減され経済的である。
Since the number of manufacturing molds is small because of the double-sided decorative surface that can be used upside down, as a mold that can adjust the height, the joint thickness is slightly larger (the joint mold is deeper). By manufacturing and placing it, by replacing the decorative surface formwork (pallet), a normal curve block, an inner curve block, and a simple attachment formwork can be used to manufacture outer curve block products with this formwork. Since the frame is frequently used, the cost of the formwork occupying the manufacturing cost of the product is reduced much more than before, and it is economical.

【0027】 前面壁合端の上下も控尻壁合端の上下
も水平合端の接地面を有する構成なので胴込みコンクリ
ート打設時バイブレーターの使用による従来ブロックの
様に胴支え崩れ(従来の控の絞り込んだブロックでは、
施工時に自立しないので控尻に支えドウガイをする)や
ブロックの移動も無く安心して胴込みコンクリートD.
を打設出来る。
Since both the upper and lower ends of the front wall joint and the bottom and rear end walls have a horizontal joint ground contact surface, the body support collapses like a conventional block by using a vibrator at the time of pouring concrete into the barrel (conventional backup). In the narrowed down block of
Since it does not stand on its own during construction, there is no movement of blocks and support on the buttocks), and there is no worry about moving the concrete D.
Can be placed.

【0028】 1mで1個使用か1mで2個使用
の大型製品でも、これと組み合わせて内カーブの製品は
中央を突出させた凸面型状模様製品、外カーブの製品は
中央を凹部型状模様製品とする事により、施工出来上が
り全体が従来の半径の小さい製品施工の様な直線の折り
曲げ的な違和感が無い。
[0028] Also large products in 1 m 2 in one use or 1 m 2 2 pieces are used, which in combination with the inner curve of the product is convex type shape pattern product obtained by projecting the central, products recess type the center of the outer curve By using a patterned product, the finished product does not have the discomfort of a straight line like the conventional product with a small radius.

【0029】 又、内カーブの場合で背面土圧が大き
く変化する恐れの有る施工現場でも、ブロック背面か胴
込みコンクリートD.と連働させる様にした結合フック
を設けてアンカーブロックを盛土仮想背面アンカー版と
して連結材をもって可撓連結する事により、その構築擁
壁全体の滑動や転倒の安定が確保されるので本発明のカ
ーブ構築方法は従来の方法より、その効果が大きい。
In addition, even at the construction site where there is a possibility that the back surface earth pressure may change significantly in the case of an inner curve, the back surface of the block or the concrete reinforced concrete By providing a coupling hook adapted to work with the anchor block and flexibly connecting the anchor block with a connecting material as a virtual back anchor plate for the embankment, the stability of sliding and falling of the entire construction retaining wall is ensured. The curve construction method is more effective than the conventional method.

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

【図1】ヘアピンカーブの標準的実施例現場の施工概要
を示す平面図。
FIG. 1 is a plan view showing an outline of construction of a standard example site of a hairpin curve.

【図2】ヘアピンカーブの実施例現場の断面概要図。FIG. 2 is a schematic cross-sectional view of an example site of a hairpin curve.

【図3】1mに2個使用の大型自立化粧普通ブロック
の正面図、平面図、側面図。
FIG. 3 is a front view, a plan view, and a side view of a large-sized self-supporting makeup ordinary block that is used for 1 m 2 .

【図4】図3.製品の概要斜視図。FIG. Product outline perspective view.

【図5】実施例の普通カーブブロック、外カーブブロッ
ク、内カーブブロックの概要平面図。
FIG. 5 is a schematic plan view of a normal curve block, an outer curve block, and an inner curve block according to the embodiment.

【図6】標準的普通カーブブロックの実施設計の寸法入
り平面図(製品高さh.は500mm)。
6 is a dimensioned plan view of a working design of a standard ordinary curve block (product height h. Is 500 mm).

【図7】アンカーブロックを取り付けた状態を示す施工
断面概要図。
FIG. 7 is a schematic view of a construction cross section showing a state in which an anchor block is attached.

【図8】標準的カーブ施工現場の施工展開図。FIG. 8 is a construction development view of a standard curve construction site.

【符号の説明】[Explanation of symbols]

A 前面化粧普通ブロック(大型自立) B−1.B−2.B−3 カーブ用長短尺ブロック C アンカーブロック D 胴込みコンクリート E 裏込み材 F 基礎コンクリート G 天端コンクリート H 良質土 a 前面壁横巾(自立前面化粧普通ブロックA.の) a−1 前面壁合端横巾(カーブブロックの前面壁合端
横巾) b 背面壁横巾(普通ブロック) b−1 控尻壁合端横巾(カーブブロックの前面壁合端
横巾) h 高さ(ブロックの施工積み高) r ブロックの控長(表面凸は20mm迄含め) α 長尺短尺する寸法(1個で2α) 1 化粧壁面(大型普通ブロック) 1−1 凸部化粧面(内カーブブロック) 1−2 凹部化粧面(外カーブブロック) 2 背面控尻壁面 3 合渠軸体 4 円弧状合端 5 ジョイントフック 6 連結材
A front makeup ordinary block (large self-supporting) B-1. B-2. B-3 Long and short blocks for curves C Anchor block D Body concrete E Backing material F Basic concrete G Top end concrete H Good quality soil a Front wall width (of self-supporting front decorative ordinary block A.) a-1 Front wall mating Edge width (curve block front wall joint width) b Rear wall width (normal block) b-1 Holding wall joint width (curve block front wall joint width) h Height (of block Construction load) r Length of block (including surface protrusion up to 20 mm) α Long and short dimensions (1 piece is 2α) 1 Decorative wall surface (large normal block) 1-1 Decorative surface (internal curved block) 1 -2 Recessed decorative surface (outer curve block) 2 Back face wall surface 3 Abutment shaft body 4 Arc-shaped abutment 5 Joint hook 6 Connecting material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 壁面法勾配を有しての土留壁構築コンク
リートブロックに於いて、横長尺の自立する前面化粧普
通ブロックA.と、このブロックと高さh.を同じく前
面壁合端横巾a−1.をこのブロックの凡そ1/2とし
て控尻壁合端横巾b−1.は、外カーブ製品であれば2
α.広く、内カーブ製品であれば2α.狭く構成し且つ
前面と背面の両壁面を化粧面とし、輪郭合端の左右縦合
端を円弧状合端4.4.で上下合端を水平合端として合
渠軸体3.で一体としてなる製品をカーブ用長短尺ブロ
ックB−1.B−2.B−3.製品として複種類製造
し、これらの製品を組合せ使い分けて使用する様にして
なる大型化粧自立ブロックのカーブの構築。
1. In a concrete block for construction of a retaining wall with a wall surface gradient, a horizontally elongated self-supporting front decorative ordinary block A. And this block and height h. Similarly, the front wall joint end width a-1. As approximately 1/2 of this block, buttress width of the buttocks wall b-1. Is 2 for outside curve products
α. Widely, 2α. It is made narrow and both the front and back wall surfaces are decorative surfaces, and the left and right vertical joints of the contour joints are arc-shaped joints 4.4. With the upper and lower joints as horizontal joints, the culvert shaft body 3. The integrated product is a long / short block for curves B-1. B-2. B-3. Construction of curves for large makeup freestanding blocks, where multiple types of products are manufactured and these products are used in combination.
【請求項2】 カーブの背面土圧応力に応じて前面化粧
普通ブロックA.又はカーブ用長短尺ブロックB−1.
B−2.B−3.等の控尻壁体よりアンカーブロック
C.を仮想背面アンカー版として可撓連結一体化する事
を特徴とする[請求項1]の大型化粧自立ブロックのカ
ーブの構築。
2. A front decorative ordinary block A. in response to a back soil pressure stress of a curve. Or long / short block for curve B-1.
B-2. B-3. Anchor block C. The construction of the curve of the large makeup self-supporting block according to claim 1, characterized in that it is flexibly connected and integrated as a virtual back anchor plate.
JP4788396A 1996-01-30 1996-01-30 Curve construction method for large makeup freestanding block Pending JPH09209331A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4788396A JPH09209331A (en) 1996-01-30 1996-01-30 Curve construction method for large makeup freestanding block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4788396A JPH09209331A (en) 1996-01-30 1996-01-30 Curve construction method for large makeup freestanding block

Publications (1)

Publication Number Publication Date
JPH09209331A true JPH09209331A (en) 1997-08-12

Family

ID=12787798

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4788396A Pending JPH09209331A (en) 1996-01-30 1996-01-30 Curve construction method for large makeup freestanding block

Country Status (1)

Country Link
JP (1) JPH09209331A (en)

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