JPH08296241A - Construction method for establishment of wall surface worked retaining wall, and panel block - Google Patents

Construction method for establishment of wall surface worked retaining wall, and panel block

Info

Publication number
JPH08296241A
JPH08296241A JP10181695A JP10181695A JPH08296241A JP H08296241 A JPH08296241 A JP H08296241A JP 10181695 A JP10181695 A JP 10181695A JP 10181695 A JP10181695 A JP 10181695A JP H08296241 A JPH08296241 A JP H08296241A
Authority
JP
Japan
Prior art keywords
retaining wall
frame
gantry
wall
panel block
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
JP10181695A
Other languages
Japanese (ja)
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.)
MARUTAKA CONCRETE KOGYO KK
TAKAGI SHOJI KK
Original Assignee
MARUTAKA CONCRETE KOGYO KK
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 MARUTAKA CONCRETE KOGYO KK, TAKAGI SHOJI KK filed Critical MARUTAKA CONCRETE KOGYO KK
Priority to JP10181695A priority Critical patent/JPH08296241A/en
Publication of JPH08296241A publication Critical patent/JPH08296241A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To dispense with the processing work for the decoration of a retaining wall surface after the establishment of the retaining wall, significantly shorten the construction period, and improve the workability. CONSTITUTION: A retaining wall form which was assembled in a constructing side in the past is preliminarily formed as a frame strut 11 for supporting a frame strut 11 at a prescribed inclination, and supported by and fixed to a support foundation 2 set in a constructing site to form a frame. Panel blocks 3 having surfaces subjected to a prescribed work are laid on the frame strut 11, juxtaposed and fixed, whereby a retaining wall frame is constituted, and concrete is filled in the retaining wall frame.

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、擁壁の表面に天然石の
埋め込みやハツリ装飾、モザイク画等の模様加工を施し
た壁面加工擁壁の造成工法と、これに用いるパネルブロ
ックに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a wall processing retaining wall in which the surface of the retaining wall is embedded with natural stones, chipping decoration, pattern processing such as mosaic painting, and a panel block used therefor. .

【0002】[0002]

【従来の技術】近年、傾斜地の土留め等のために造成さ
れる擁壁につき、傾斜地の保護のみならず周囲の景観と
調和するような擁壁面を造ることが要請されるようにな
ったため、擁壁面に天然石等を埋め込み配設し、或いは
擁壁面に模様加工を施すこと等が一般に行われている。
2. Description of the Related Art In recent years, with respect to retaining walls constructed for retaining soil on sloping ground, it has been required to construct a retaining wall that not only protects the sloping ground but also harmonizes with the surrounding landscape. It is generally performed to embed natural stone or the like on the retaining wall, or to pattern the retaining wall.

【0003】このような擁壁を構築する場合、従来は現
場打擁壁を築造した後に石等を嵌め込んだり、接着した
り、或いは発泡スチロール等の型を擁壁面の外側から被
せて間にコンクリートを流して模様を作る等の方法を用
いていた。
[0003] In the case of constructing such a retaining wall, conventionally, after the in-situ retaining wall has been constructed, stones or the like are fitted or adhered, or a mold such as Styrofoam is covered from the outside of the retaining wall, and concrete is interposed between them. It was used to make a pattern by pouring.

【0004】[0004]

【発明が解決しようとする課題】しかし、擁壁を築造し
た後に作業をするのは効率が悪く、施工期間の増加を招
いた。
However, it is inefficient to work after the retaining wall has been built, resulting in an increase in the construction period.

【0005】また、擁壁に石を張付する場合は石と擁壁
との一体化が完全でない場合が多く、石が落下する恐れ
があり危険であった。
In addition, when a stone is attached to the retaining wall, the stone and the retaining wall are often not completely integrated with each other, and the stone may fall, which is dangerous.

【0006】一方、前記発泡スチロール等の型を用いて
模様を成形させる方法は、隙間からコンクリートが流出
したり、作業中に型が外れたり、逆にコンクリート打設
後に発泡スチロールが容易にはずれない等の問題があ
り、施工性が悪かった。加えて、脱型後の発泡スチロー
ルの産業廃棄物化とその処理の問題もあった。
On the other hand, in the method of forming a pattern using a mold such as Styrofoam, concrete flows out from a gap, the mold comes off during work, and conversely the Styrofoam does not come off easily after placing concrete. There was a problem and the workability was poor. In addition, there is also a problem of converting styrofoam after demolding to industrial waste and its treatment.

【0007】[0007]

【課題を解決するための手段】本発明は、以上の如き問
題点に対処するもので、所定の傾斜に架台支柱を支持す
る架台枠を予め形成し、現場に設定した支持基礎に支持
固定して架台を形成すると共に、表面に所定の加工を施
したパネルブロックを架台支柱に掛架して並設固定する
ことにより擁壁枠を構成して擁壁枠内にコンクリートを
充填するようにしたものである。
SUMMARY OF THE INVENTION The present invention addresses the above-mentioned problems, in which a gantry frame for supporting a gantry support is formed in advance at a predetermined inclination and is supported and fixed to a support foundation set on site. In addition to forming the pedestal, the panel block with the surface processed to hang it on the pedestal column is installed and fixed in parallel to form the retaining wall frame, and the retaining wall frame is filled with concrete. It is a thing.

【0008】[0008]

【作用】本発明は、従来、現場で組立て形成した擁壁型
枠を、所定の傾斜に架台支柱を支持する架台枠として予
め形成し、現場に設定した支持基礎に支持固定すること
により極めて迅速に擁壁型枠の骨組みが形成される。
According to the present invention, the retaining wall formwork, which is conventionally assembled and formed on site, is preliminarily formed as a gantry frame for supporting the gantry support at a predetermined inclination, and is supported and fixed to a supporting foundation set on site, which is extremely quick. The framework of the retaining wall form is formed on.

【0009】更に、工場等で予め表面に所定の加工を施
したブロックをパネルブロックとして、現場に設定した
支持基礎に支持固定された架台支柱に掛架して並設固定
することにより、そのまま枠体構成に組み込んで一挙に
壁面加工擁壁を造成できるようにした。
Further, a block whose surface has been subjected to a predetermined process in a factory or the like is used as a panel block, and the panel block is hung from a supporting column supported and fixed to a supporting foundation set on the site and fixed in parallel, so that the frame remains as it is. By incorporating it into the body structure, it became possible to create a wall processing retaining wall at once.

【0010】また、パネルブロックの裏面に、内壁に雌
螺子を刻設したインサートブッシュを予めパネルブロッ
クの型枠内に設定して埋め込み設定することにより、L
型アンカーボルト等の付設物を簡単に螺合付設できるよ
うにした。
Further, on the rear surface of the panel block, an insert bush having an internal thread engraved on the inner wall is set in advance in the frame of the panel block and embedded therein, whereby L
Attached items such as mold anchor bolts can be easily screwed.

【0011】本発明はこのように構成することにより、
壁面加工が擁壁造成と一体的に形成され、装飾加工と擁
壁との一体化についての不完全性を是正するようにした
ものである。
According to the present invention, which is configured as described above,
The wall surface processing is formed integrally with the retaining wall construction, and the imperfections regarding the integration of the decoration processing and the retaining wall are corrected.

【0012】[0012]

【実施例】以下、図面に従って本発明の実施例を説明す
る。1は架台枠であり、支持支柱12により所定の傾斜に
架台支柱11を支持する形態に予め形成され、架台基礎13
が支持基礎2に溶接固定されて架台を形成する。
Embodiments of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes a gantry frame, which is preliminarily formed by the support columns 12 so as to support the gantry columns 11 at a predetermined inclination.
Are welded and fixed to the support base 2 to form a pedestal.

【0013】支持基礎2は、整地コンクリート面Aに頭
部を露出して埋め込み設定された架台基礎固定筋21と、
一方の縁端を整地コンクリートに埋め込み設定された埋
め込みアングル22から成り、架台基礎固定筋21の頭部と
架台基礎13、埋め込みアングル22と架台前端14が溶接固
定されるようになっている。
The support base 2 is a pedestal base fixed bar 21 which is set to be embedded by exposing the head on the leveled concrete surface A,
One edge is made up of an embedded angle 22 set to be embedded in leveled concrete, and the head of the pedestal foundation fixing bar 21, the pedestal foundation 13, and the embedded angle 22 and the gantry front end 14 are welded and fixed.

【0014】架台枠1は、擁壁造成地の設定環境によ
り、図1に示すように一体形成し、前後に架台支柱11と
15を設定しても良いし、図2に示すように段階的に継ぎ
足しする構成とし、先ず基礎部を設定してコンクリート
充填仕上げをして、その頂部に更に支持基礎2を設定し
て積み上げて行くようにしても良い。
The gantry frame 1 is integrally formed as shown in FIG. 1 according to the setting environment of the retaining wall construction site.
15 may be set, or as shown in Fig. 2, the structure is such that the reinforcement is added step by step. First, the foundation is set and concrete filling finish is performed, and then the support foundation 2 is further set on the top and piled up. You may choose to go.

【0015】3は擁壁の外観を形成するパネルブロック
であり、パネル表面にはプレキャストにより周囲の景観
と調和する模様や天然石を埋め込み等の加工Bが施さ
れ、予め工場で生産されるものである。
Reference numeral 3 is a panel block that forms the exterior of a retaining wall, and the panel surface is pre-cast to have a pattern B that is in harmony with the surrounding landscape and a process B such as embedding natural stone, and is produced in advance in a factory. is there.

【0016】パネルブロック3の裏面には、内壁に雌螺
子を刻設したインサートブッシュ31が埋め込まれ、L型
アンカーボルト32等の付設物が簡単に螺合付設できるよ
うになっている。
On the back surface of the panel block 3, an insert bush 31 having a female screw engraved on the inner wall is embedded so that an attachment such as an L-shaped anchor bolt 32 can be easily screwed.

【0017】図1の実施例については、パネルブロック
3の幅にそった所定間隔により設定した架台基礎固定筋
21の頭部と架台基礎13、埋め込みアングル22と架台前端
14、更に後部の埋め込みアングル22と架台後端16が溶接
固定され架台枠1が並列設置されると、架台支柱11と15
にそれぞれパネルブロック3を掛架して積み上げ並設固
定して擁壁枠を構成し、枠内にコンクリートを充填する
ものである。
In the embodiment shown in FIG. 1, the pedestal foundation fixing bars set at predetermined intervals along the width of the panel block 3
21 head and pedestal foundation 13, embedded angle 22 and gantry front end
14, the embedded angle 22 at the rear part and the rear end 16 of the gantry are welded and fixed, and when the gantry frame 1 is installed in parallel, the gantry columns 11 and 15
The panel blocks 3 are hung on each of them to be stacked and fixed in parallel to form a retaining wall frame, and the frame is filled with concrete.

【0018】パネルブロック3の架台支柱11と15に対す
る掛架積み上げは、架台支柱11と15に設けられたボルト
挿通孔17にパネルブロック3裏面の雌螺子孔33を合わ
せ、ボルト挿通孔17を通してL型アンカーボルト32を螺
合し、ナット34、ワッシャー35で架台支柱に緊締して行
う。
For stacking the panel blocks 3 on the gantry columns 11 and 15, the bolt insertion holes 17 provided on the gantry columns 11 and 15 are aligned with the female screw holes 33 on the rear surface of the panel block 3, and the bolt insertion holes 17 are used to connect L The mold anchor bolts 32 are screwed together, and the nuts 34 and washers 35 are tightened to the gantry support.

【0019】図2の実施例については、架台基礎固定筋
21の頭部と架台基礎13、埋め込みアングル22と架台前端
14を溶接固定して下段部の架台枠1を並列設置し、後部
は従来の現場打ち型枠用パネル36をスペーサー37で設定
する。
For the embodiment shown in FIG.
21 head and pedestal foundation 13, embedded angle 22 and gantry front end
14 is welded and fixed, and the gantry frame 1 in the lower stage is installed in parallel, and a panel 37 for a conventional cast-in-place mold is set with a spacer 37 at the rear part.

【0020】下段部の架台枠1の並列設置により、架台
支柱11に前記のようにパネルブロック3を掛架して積み
上げ並設固定し、パネルブロック3と現場打ち型枠用パ
ネル36で擁壁枠を構成し、枠内にコンクリートを充填す
る。
By installing the gantry frame 1 in the lower stage in parallel, the panel blocks 3 are hung on the gantry columns 11 as described above, piled up and fixed in parallel, and the panel block 3 and the panel 36 for the in-situ casting frame 36 are used as retaining walls. Construct a frame and fill the frame with concrete.

【0021】そこで、下段部の架台枠で造成された下段
擁壁の頂部に、更に前記工程により支持基礎2を設定し
て架台枠1の並列設置、パネルブロック3の掛架、パネ
ル36の設定、コンクリートの充填により上段擁壁を積み
上げて行くものである。
Therefore, the supporting base 2 is further set on the top of the lower retaining wall formed by the lower frame to set the supporting frame 1 in parallel, the panel block 3 is hung, and the panel 36 is set. The upper retaining wall is piled up by filling with concrete.

【0022】本実施例ではコンクリートの打設を2回に
分けて行う構成としており、そのため架台枠1の並列設
置を2段に分けているが、この架台枠1の並列設置を何
回に分けるかは、造成される擁壁の大きさや作業の容易
性を考慮して決定される。
In this embodiment, the concrete is placed in two steps. Therefore, the parallel installation of the gantry frame 1 is divided into two stages, but the parallel installation of the gantry frame 1 is divided into several times. Whether or not it is decided considering the size of the retaining wall to be constructed and the ease of work.

【0023】以上の構成により、本実施例においてはア
ングル組みが小型化、軽量化できるので、予めアングル
組みをしておき、それを現場まで運搬することも可能と
なり、その結果現場作業が著しく簡略化できる。
With the above construction, the angle assembly can be made smaller and lighter in the present embodiment, so that it is possible to preassemble the angle assembly and transport it to the site, and as a result, the site work is remarkably simplified. Can be converted.

【0024】[0024]

【発明の効果】本発明は以上のように構成したので、擁
壁築造後に景観上の作業を行う必要がなく、工期を大幅
に短縮させることができ、施工性が向上する。
EFFECTS OF THE INVENTION Since the present invention is constructed as described above, it is not necessary to carry out work on the landscape after building the retaining wall, the construction period can be greatly shortened, and the workability is improved.

【0025】即ち、石張パネルはプレキャスト加工で予
め美観上の配慮を施すことができるので、擁壁を築造し
た後に仕上げを行う必要はなく、かつ現場よりも繊細な
加工が可能となる。
That is, since the stone-clad panel can be pre-casted to give aesthetic consideration in advance, it is not necessary to finish after the retaining wall has been built, and the stone-clad panel can be processed more delicately than on site.

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

【図1】本発明の一実施例に係る壁面加工擁壁について
の架台等の設定状況を示す縦断側面図である。
FIG. 1 is a vertical cross-sectional side view showing a setting state of a mount or the like for a wall surface processed retaining wall according to an embodiment of the present invention.

【図2】本発明の他の実施例に係る壁面加工擁壁につい
ての架台等の設定状況を示す縦断側面図である。
FIG. 2 is a vertical cross-sectional side view showing a setting state of a stand and the like for a wall surface processed retaining wall according to another embodiment of the present invention.

【図3】支持基礎設定状況の要部を示す説明図である。FIG. 3 is an explanatory diagram showing a main part of a support base setting situation.

【図4】パネルブロックの裏面を示す斜視図である。FIG. 4 is a perspective view showing the back surface of the panel block.

【図5】L型アンカーボルト32により、パネルブロック
を架台支柱に緊締するナット、ワッシャーの関係を示す
説明図である。
FIG. 5 is an explanatory diagram showing a relationship between a nut and a washer for tightening the panel block to the gantry support by the L-shaped anchor bolt 32.

【符号の説明】[Explanation of symbols]

1 架台枠 11 架台支柱 12 支持支柱 13 架台基礎 14 架台前端 15 架台支柱 16 架台後端 17 ボルト挿通孔 2 支持基礎 21 架台基礎固定筋 22 埋め込みアングル 3 パネルブロック 31 インサートブッシュ 32 L型アンカーボルト 33 雌螺子孔 34 ナット 35 ワッシャー 36 現場打ち型枠用パネル 37 スペーサー A 整地コンクリート面 B パネル表面加工 C 水抜きパイプ 1 frame frame 11 frame column 12 support column 13 frame foundation 14 frame frame front end 15 frame frame column 16 frame frame rear end 17 bolt insertion hole 2 support frame 21 frame frame base fixing bar 22 embedded angle 3 panel block 31 insert bush 32 L type anchor bolt 33 female Screw hole 34 Nut 35 Washer 36 Cast-in-place formwork panel 37 Spacer A Leveled concrete surface B Panel surface processing C Drain pipe

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 所定の傾斜に架台支柱を支持する架台枠
を予め形成し、現場に設定した支持基礎に支持固定して
架台を形成すると共に、表面に所定の加工を施したパネ
ルブロックを架台支柱に掛架して並設固定することによ
り擁壁枠を構成して擁壁枠内にコンクリートを充填する
ことを特徴とする壁面加工擁壁の造成工法
1. A gantry frame for supporting a gantry column at a predetermined inclination is formed in advance, and a gantry is formed by supporting and fixing the gantry frame to a supporting foundation set on site, and a panel block whose surface is subjected to a predetermined process is gantry. Construction method for wall processing retaining wall characterized by constructing a retaining wall frame by hanging it on columns and fixing them side by side, and filling the retaining wall frame with concrete
【請求項2】 表面に所定の加工を施すと共に、内壁に
雌螺子を刻設したインサートブッシュをブロックの裏面
に埋め込み設定して成る壁面加工擁壁用パネルブロック
2. A panel block for wall surface processing retaining wall, wherein a surface is subjected to predetermined processing and an insert bush having an internal thread engraved on the inner wall is set to be embedded in the back surface of the block.
JP10181695A 1995-04-26 1995-04-26 Construction method for establishment of wall surface worked retaining wall, and panel block Pending JPH08296241A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10181695A JPH08296241A (en) 1995-04-26 1995-04-26 Construction method for establishment of wall surface worked retaining wall, and panel block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10181695A JPH08296241A (en) 1995-04-26 1995-04-26 Construction method for establishment of wall surface worked retaining wall, and panel block

Publications (1)

Publication Number Publication Date
JPH08296241A true JPH08296241A (en) 1996-11-12

Family

ID=14310657

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10181695A Pending JPH08296241A (en) 1995-04-26 1995-04-26 Construction method for establishment of wall surface worked retaining wall, and panel block

Country Status (1)

Country Link
JP (1) JPH08296241A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100923049B1 (en) * 2009-02-05 2009-10-22 이영우 Structure for fabricated retaining wall
JP2015031105A (en) * 2013-08-06 2015-02-16 松六コンクリート工業株式会社 Retaining wall structure and construction method of retaining wall

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5135763A (en) * 1974-09-17 1976-03-26 Toyo Boseki
JPH05187030A (en) * 1992-01-14 1993-07-27 K I Giken:Kk Gravity-type retaining wall and manufacture thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5135763A (en) * 1974-09-17 1976-03-26 Toyo Boseki
JPH05187030A (en) * 1992-01-14 1993-07-27 K I Giken:Kk Gravity-type retaining wall and manufacture thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100923049B1 (en) * 2009-02-05 2009-10-22 이영우 Structure for fabricated retaining wall
JP2015031105A (en) * 2013-08-06 2015-02-16 松六コンクリート工業株式会社 Retaining wall structure and construction method of retaining wall

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