JPH11131504A - Manufacture of l-shaped retaining wall of natural stone and construction thereof - Google Patents

Manufacture of l-shaped retaining wall of natural stone and construction thereof

Info

Publication number
JPH11131504A
JPH11131504A JP33624897A JP33624897A JPH11131504A JP H11131504 A JPH11131504 A JP H11131504A JP 33624897 A JP33624897 A JP 33624897A JP 33624897 A JP33624897 A JP 33624897A JP H11131504 A JPH11131504 A JP H11131504A
Authority
JP
Japan
Prior art keywords
natural stone
retaining wall
shaped
stones
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
JP33624897A
Other languages
Japanese (ja)
Inventor
Kazuko Abe
和子 安部
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 JP33624897A priority Critical patent/JPH11131504A/en
Publication of JPH11131504A publication Critical patent/JPH11131504A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To monolithically construct a large L-shaped retaining wall having the bottom section capable of becoming independent of natural stones, further promote work efficiency in comparison with the conventional masonry retaining wall method, avoid waste of stones in the manufacturing process, and to finish the external appearance of the L-shaped retaining wall by making the best use of a natural stone material. SOLUTION: Waste of stones is eliminated by a processing method of obtaining two L-shaped retaining wall stones from one rectangular natural stone 1, and work efficiency is promoted by standardizing the size. The L-shaped natural stone retaining wall is mounted on a footing concrete, and reinforcing bars 2 are inserted into reinforcing bar insertion holes. Concrete is so cast that the reinforcing bars 2 of the bottom of the L-shaped natural stone retaining wall are covered therewith, and the L-shaped natural stone retaining wall is monolithically formed of the concrete to obtain a sufficient strength. The neighboring L-shaped natural stone retaining walls are connected to each other by inserting a stainless bar and a U-shaped reinforcement into a joint hole 7. Since the natural stone is standardized and enlarged, execution can be easily carried out to make it possible to reduce the construction period.

Description

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

【発明の属する技術分野】本発明は自然石を自立する大
型L型にすることにより現場にてコンクリートと自然石
を一体化しL型及び逆T型擁壁の構築方法に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing L-shaped and inverted T-shaped retaining walls by integrating concrete and natural stone on site by converting natural stone into a large-scale L-shaped free-standing structure.

【従来の技術】自然石石積み擁壁工法には、あるがまま
の自然な姿の石を積み、コンクリート等の裏込め作業を
繰り返し積み重ねていく野面積工法がある。この場合、
石があるがままの自然の姿のため小さい石の場合手作業
となり、小さい石でもかなりの重さがあり重労働であ
る。クレーン等用いる大きな石の場合玉掛けが難しく、
また形が不揃いのため自立するのが難しく仮止めの作業
に手間がかかる。見栄えのする石積みは経験のある熟練
工でないとできにくい。また自然石間知石の場合も三角
錐状を同様に仮止めをしながら石積みをし、コンクリー
トの裏込め作業の繰り返しにより積み重ねていく工法で
ある。また、表面化粧のため厚みの薄い石を使い、すで
にできているコンクリート躯体等に自然石をモルタル及
び金物等で止め、コンクリート躯体と自然石の間にコン
クリートを裏込めをし、繰り返し作業により自然石を積
み重ねていく工法がある。いずれも素材が自然石で寸法
が不揃いのため現場で加工する石工の熟練工が必要であ
り、他業種に比べると石工の熟練工は非常に少ない。手
作業による加工のため作業効率が悪い。石積みと裏込め
の繰り返し作業のためと、1段ずつレベル調整をするた
め施工速度が遅く時間と手間がかかる工法である。
2. Description of the Related Art As a natural stone masonry retaining wall method, there is a field area method in which a natural stone as it is is piled up and backfilling work of concrete or the like is repeated and stacked. in this case,
Due to the natural appearance of the stones, small stones are hand-worked, and even small stones are quite heavy and labor intensive. For large stones such as cranes, it is difficult to sling,
In addition, it is difficult to stand on its own because of the irregular shape, and the work of temporary fixing is troublesome. Masonry that looks good is difficult to produce unless it is an experienced craftsman. In the case of natural Ishigama shiraishi, the triangular pyramid is also piled up by repeating the concrete backfilling work while temporarily fixing the triangular pyramid. In addition, use thin stones for surface makeup, stop natural stones on the concrete body etc. already made with mortar and hardware, back up concrete between the concrete body and natural stones, and repeat the work There is a method of stacking stones. All of them are made of natural stone and have irregular dimensions, requiring skilled masons to process them on site. There are very few skilled masons compared to other industries. Work efficiency is poor due to manual processing. This is a construction method that requires a slow construction time and requires time and effort because of the repeated work of masonry and backfilling and the level adjustment of each step.

【発明が解決しようとする課題】加工時における石材の
無駄をなくし、運搬時における積み込み・運搬・積み降
ろしの作業の効率化及び安全性の向上を目指し、自然石
の趣を残しかつ熟練を要する石工職人でなくても施工を
可能なものとし、積み重ねていく作業工程のための石積
みと裏込めの繰り返し作業を簡素化し、施工しやすい自
立できる擁壁により工程を大幅短縮し、設計条件に対応
できる。
The purpose of the present invention is to eliminate the waste of stone materials during processing, to improve the efficiency of loading, transporting, and unloading operations during transportation and to improve safety. Construction can be performed by non-masons, simplification of repeated work of masonry and backfill for stacking work processes, and easy-to-install self-supporting retaining walls greatly shorten the process and meet design conditions. it can.

【課題を解決するための手段】上記課題を解決するため
に、本発明は、加工時における自然石の無駄をなくすた
め1個の長方形の自然石から、自立できる底部をもつL
型擁壁を同時に2個製造できる。1個の自然石を大型に
することにより、運搬時における作業効率化及び安全性
の向上を確保し、L型擁壁石を上下2個合わせて長方形
のまま運搬することができる。また、本発明は自然の趣
を残すため外観部分は割肌加工とする。また、本発明
は、自然石と自然石の隣接面および自然石と基礎コンク
リート等の隣接面は、自然石を切断、加工し、なおかつ
規格化することにより、熟練を要する石工職人でなくて
も施工可能とした。また、本発明は、自然石自体自立で
きるので、施工が簡単で、大型化することにより、積み
重ねによる石積みと裏込めの繰り返し作業をなくすこと
ができ、工程の大幅短縮ができる。また、本発明は、自
然石とコンクリートを現場にて一体化でき、L型、逆T
型等の設計条件にも対応できる。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention aims to reduce the waste of natural stones during processing by using an L-shaped natural stone having a bottom that can be made independent from one rectangular natural stone.
Two mold retaining walls can be manufactured at the same time. By increasing the size of one natural stone, work efficiency and safety can be improved during transportation, and the L-shaped retaining wall stone can be transported in a rectangular shape by combining two upper and lower L-shaped retaining stones. In addition, in the present invention, in order to leave a natural attraction, the appearance portion is processed with a split skin. In addition, the present invention cuts, processes, and standardizes the natural stone and the adjacent surface of the natural stone and the adjacent surface of the natural stone and the foundation concrete, so that even a non-professional mason is required. Construction is possible. In addition, the present invention is capable of self-supporting natural stone itself, so that the construction is simple and the size of the stone is increased, so that the repeated work of masonry and backfilling by stacking can be eliminated, and the process can be greatly shortened. In addition, the present invention can integrate natural stone and concrete on site, and provide L-shaped and inverted T
It can respond to design conditions such as molds.

【発明の実施の形態】1個の長方形の自然石より2個の
底部をもつL型の石を生産するため、素材の有効利用が
でき、形状を自立できる底部を持つL型としたために施
工しやすく、また、大型化することで作業を簡素化で
き、大幅な工期の短縮が可能となる。また現場にて、自
然石とコンクリートの一体化ができるため、設計条件に
対応できる十分な強度を得られる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An L-shaped stone having two bottoms is produced from one rectangular natural stone, so that the material can be used effectively and the L-shape having a bottom capable of self-supporting construction is used. It is easy to perform, and the work can be simplified by increasing the size, and the construction period can be significantly reduced. Also, since natural stone and concrete can be integrated at the site, sufficient strength can be obtained to meet the design conditions.

【実施例】この発明の一実施例を図面を参照して詳述す
る。本発明の自然石の無駄をなくすため、あらかじめ決
めた寸法に合う、長方形に割った石に底部、高さ・幅を
位置決めし、底部13と石材幅14をダイヤモンドの刃
使用の切削機械で切断する。その後、同じく切削機械で
図5に示す切り込み溝11を入れ、ドリルで矢穴12を
あけ大きなハンマー等でくさび矢を叩き、石を割る。鉄
筋挿入孔5a,5b,5c・排水孔8及び台座連結孔
6、上部連結孔7を設計条件により数量・大きさを決め
ドリルで穴を掘る。排水孔8は1個のL型擁壁石に対し
2個以上掘り、現場での吊り上げ用穴としても兼用す
る。運搬時は図5の様に重ね、長方形の形として運搬す
る。現場にて基礎コンクリート10の上に、重機等を使
い吊り上げ、自然石の自立できるL型擁壁を設置する。
隣接する2個の自然石の上部連結孔7に連結ステンレス
棒4を、台座連結孔6に連結鉄筋3をさし込み連結す
る。設計条件によりL型、逆T型になるよう自然石L型
擁壁の鉄筋挿入孔5a、5b、5cにコンクリート等を
用い鉄筋2を挿入し、図2に示すように底部の上部まで
被さるよう、コンクリート9を打設し一体化する。
An embodiment of the present invention will be described in detail with reference to the drawings. In order to eliminate waste of the natural stone of the present invention, the bottom, height and width are positioned on a rectangular stone, which fits a predetermined size, and the bottom 13 and the stone width 14 are cut by a cutting machine using a diamond blade. I do. After that, the cutting groove 11 shown in FIG. 5 is formed by the same cutting machine, the arrow hole 12 is opened by a drill, and the wedge arrow is hit with a large hammer or the like to break the stone. The number and size of the rebar insertion holes 5a, 5b, 5c, the drainage hole 8, the pedestal connection hole 6, and the upper connection hole 7 are determined according to design conditions, and holes are dug. Two or more drain holes 8 are dug in one L-shaped retaining wall stone, and also serve as a lifting hole on site. At the time of transportation, they are stacked as shown in FIG. 5 and transported in a rectangular shape. At the site, an L-shaped retaining wall capable of self-supporting natural stone is installed on the foundation concrete 10 using heavy equipment or the like.
The connecting stainless steel rod 4 is inserted into the upper connecting hole 7 of two adjacent natural stones, and the connecting reinforcing bar 3 is inserted into the pedestal connecting hole 6 and connected. Insert the reinforcing bar 2 using concrete or the like into the reinforcing bar insertion holes 5a, 5b, 5c of the natural stone L-shaped retaining wall so as to be L-shaped or inverted T-shaped according to the design conditions, and cover up to the top of the bottom as shown in FIG. Then, concrete 9 is cast and integrated.

【発明の効果】以上説明したように、本発明は下記のよ
うな優れた利点を有する。1個の自然石から2個のL型
擁壁を作るので、原材料の無駄がなくなり、作業工程の
大幅な短縮化ができる。L型擁壁を2個組み合わせるこ
とで、形状が大型化した長方形となり、運搬による積み
降ろし作業等が、重機等を用いるため安全かつ速やかに
作業ができる。素材が自然石なので自然環境に適してい
る。素材に大型の自然石を使うため、積み重ね作業によ
る裏込めコンクリートを使わないのでコンクリート等の
容出による自然生態系を崩さない。大型化のため、自然
石の重量感、重厚感があり、見た目に非常に美しい。大
型の自然石で自立できる底部を有するため、現場におけ
る施工が簡単であり、なおかつ小さな自然石等の積み上
げによる繰り返し作業がなく、現場における、自然石と
コンクリートの一体化ができるため、十分な強度を有す
ることができ、コンクリート躯体を作る必要がなく大幅
な工期短縮ができる。排水孔を吊り上げ用穴と兼用して
いるため、作業効率がよくかつ安全に作業できる。
As described above, the present invention has the following excellent advantages. Since two L-shaped retaining walls are made from one natural stone, waste of raw materials is eliminated, and the working process can be greatly shortened. By combining the two L-shaped retaining walls, the shape becomes a large-sized rectangle, and the loading and unloading work by transportation can be performed safely and promptly by using heavy equipment and the like. Suitable for natural environment because the material is natural stone. Since large natural stones are used as material, backfilling concrete by stacking work is not used, so the natural ecosystem is not destroyed by the export of concrete etc. Due to the large size, natural stone has a heavy and heavy feeling, and it is very beautiful in appearance. It has a bottom that can be self-supported with large natural stones, so construction on the site is easy, and there is no repetitive work by stacking small natural stones, etc. It is not necessary to make a concrete skeleton, and the construction period can be greatly reduced. Since the drain hole is also used as a lifting hole, work efficiency is high and work can be performed safely.

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

【図1】本発明の実施により構築される自然石L型擁石
とコンクリートを一体化、強化するための鉄筋挿入の斜
視図。
FIG. 1 is a perspective view of a rebar insertion for integrating and reinforcing natural stone L-shaped retaining stone and concrete constructed according to the embodiment of the present invention.

【図2】本発明の実施例における施工状態を示す断面
図。図3に示すA−A線断面図。
FIG. 2 is a cross-sectional view illustrating a construction state according to the embodiment of the present invention. FIG. 4 is a sectional view taken along line AA shown in FIG. 3.

【図3】本発明を実施・施工した自然石L型擁壁の正面
図。
FIG. 3 is a front view of a natural stone L-shaped retaining wall according to the present invention.

【図4】本発明を実施・施工した自然石L型擁壁を上方
からみた平面図。
FIG. 4 is a plan view of a natural stone L-shaped retaining wall in which the present invention is implemented and constructed, as viewed from above.

【図5】本発明の自然石L型擁壁の製造方法を示す斜視
図。製造後の運搬時の状態を示す斜視図。
FIG. 5 is a perspective view showing a method for manufacturing a natural stone L-shaped retaining wall according to the present invention. The perspective view which shows the state at the time of the conveyance after manufacture.

【符号の説明】[Explanation of symbols]

1 自然石 2 鉄筋 3 連結鉄筋 4 連結ステンレス棒 5a 鉄筋挿入孔 5b 鉄筋挿入孔 5c 鉄筋挿入孔 6 台座連結孔 7 上部連結孔 8 排水孔 9 コンクリート 10 基礎コンクリート 11 切り込み溝 12 矢穴 13 底部 14 石材幅 DESCRIPTION OF SYMBOLS 1 Natural stone 2 Reinforcing bar 3 Connecting reinforcing bar 4 Connecting stainless steel bar 5a Reinforcing bar insertion hole 5b Reinforcing bar insertion hole 5c Reinforcing bar insertion hole 6 Pedestal connection hole 7 Top connection hole 8 Drainage hole 9 Concrete 10 Foundation concrete 11 Cut groove 12 Arrow hole 13 Bottom 14 Stone material width

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 自然石のみで自立できる底部を一体化し
た大型L型擁壁。
1. A large L-shaped retaining wall with an integrated bottom that can stand alone with natural stone only.
【請求項2】 自然石のみで自立できる底部を一体化し
た大型L型擁壁の製造方法。
2. A method for manufacturing a large L-shaped retaining wall having an integrated bottom portion capable of being self-supporting only with natural stone.
【請求項3】 自然石のみで自立できる底部を一体化し
た大型L型擁壁と設計条件により底部等の延長をコンク
リートにて現場で施工し自然石とコンクリートを一体化
することで大型L型及び逆T型の構築方法。
3. A large L-shaped retaining wall that integrates a natural stone and concrete by integrating a large L-shaped retaining wall with a bottom that can stand alone with natural stone and an extension of the bottom, etc. on site according to design conditions with concrete. And an inverted T-type construction method.
JP33624897A 1997-10-31 1997-10-31 Manufacture of l-shaped retaining wall of natural stone and construction thereof Pending JPH11131504A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33624897A JPH11131504A (en) 1997-10-31 1997-10-31 Manufacture of l-shaped retaining wall of natural stone and construction thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33624897A JPH11131504A (en) 1997-10-31 1997-10-31 Manufacture of l-shaped retaining wall of natural stone and construction thereof

Publications (1)

Publication Number Publication Date
JPH11131504A true JPH11131504A (en) 1999-05-18

Family

ID=18297175

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33624897A Pending JPH11131504A (en) 1997-10-31 1997-10-31 Manufacture of l-shaped retaining wall of natural stone and construction thereof

Country Status (1)

Country Link
JP (1) JPH11131504A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101475633B1 (en) * 2013-12-27 2014-12-22 임종덕 Base Block For The Construction of Retaining Wall and Base Construction Method using Block Based
KR20170100886A (en) * 2016-02-26 2017-09-05 주식회사 케이씨산업 Retaining wall block using pc and cast-in-place concrete, and construction method of retainging wall structure using the same
DE102020128172A1 (en) 2020-10-27 2022-04-28 Achhammer Gärten GmbH Support device for a retaining wall, retaining wall arrangement, method of erecting the retaining wall and stone stele

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101475633B1 (en) * 2013-12-27 2014-12-22 임종덕 Base Block For The Construction of Retaining Wall and Base Construction Method using Block Based
KR20170100886A (en) * 2016-02-26 2017-09-05 주식회사 케이씨산업 Retaining wall block using pc and cast-in-place concrete, and construction method of retainging wall structure using the same
DE102020128172A1 (en) 2020-10-27 2022-04-28 Achhammer Gärten GmbH Support device for a retaining wall, retaining wall arrangement, method of erecting the retaining wall and stone stele
EP3992367A1 (en) 2020-10-27 2022-05-04 Achhammer Gärten GmbH Supporting device for a supporting wall, supporting wall arrangement, method for erecting the supporting wall

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