JPH0731945U - Natural masonry retaining wall - Google Patents
Natural masonry retaining wallInfo
- Publication number
- JPH0731945U JPH0731945U JP6595293U JP6595293U JPH0731945U JP H0731945 U JPH0731945 U JP H0731945U JP 6595293 U JP6595293 U JP 6595293U JP 6595293 U JP6595293 U JP 6595293U JP H0731945 U JPH0731945 U JP H0731945U
- Authority
- JP
- Japan
- Prior art keywords
- retaining wall
- concrete
- natural
- masonry
- reinforcing bar
- 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
Links
- 239000004567 concrete Substances 0.000 claims abstract description 27
- 239000004575 stone Substances 0.000 claims abstract description 24
- 230000002787 reinforcement Effects 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 abstract description 8
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 206010016759 Flat affect Diseases 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000011499 joint compound Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Abstract
(57)【要約】
【目的】 特別な技能のない人でも能率よく容易に石積
みを可能にすると同時に、擁壁としての安全性を確保し
た石積み擁壁を提供しようとするものである。
【構成】 L型或は逆T字型となっているコンクリ−ト
擁壁本体1の表面に固定スタッド5、5を突設して鉄筋
6或は金網7を固定し、この鉄筋6或は金網7に緊結ア
ンカ−8を掛止し、緊結アンカ−の先端を前面に積み上
げた自然石2、2…間の目地コンクリ−ト3に埋設し、
自然石とコンクリ−ト擁壁本体の間に裏打ちコンクリ−
ト4を充填してなる自然石積み擁壁。
(57) [Summary] [Purpose] The present invention intends to provide a masonry retaining wall that enables a person without special skills to efficiently and easily perform masonry and at the same time secure safety as a retaining wall. [Structure] Fixing studs 5 and 5 are provided on the surface of a concrete retaining wall body 1 having an L shape or an inverted T shape to fix a reinforcing bar 6 or a wire net 7, and the reinforcing bar 6 or The binding anchor 8 is hooked on the wire net 7, and the tip of the binding anchor is buried in the joint concrete 3 between the natural stones 2, 2 ...
Lined concrete between the natural stone and the concrete retaining wall
A natural masonry retaining wall filled with grate 4.
Description
【0001】[0001]
本考案は自然石を利用した石積み擁壁に関するものである。 The present invention relates to a masonry retaining wall using natural stone.
【0002】[0002]
従来、自然石を利用した石垣は割石による間知石積み、又は自然石をそのまま 利用した乱積み、又城壁積み等様々な形で宅地造成等に利用されている。 Conventionally, stone walls using natural stones have been used in various forms such as masonry masonry with rubble stones, random piles of natural stones, and castle wall piles in various forms such as residential land.
【0003】[0003]
然し、崖地の安全性を確保するために擁壁の安全基準が定められ、又一方で石 工の不足と相まって、従来からある自然石積みによる擁壁は最近殆ど施工されな くなってしまった。 However, safety standards for retaining walls have been established to ensure the safety of cliffs, and on the other hand, due to the shortage of masonry, the conventional retaining walls made of natural masonry have hardly been constructed recently. .
【0004】 一部安全基準を満足する石積み擁壁は裏側に型枠を作り鉄筋コンクリ−ト等を 配し石材を一段ずつ積み上げ、そして裏込みコンクリ−トを打設し、石材の表面 側から各石材間の空隙を目地セメントで埋めて、コンクリ−ト硬化後更に石材を 積み上げ、同様に作業を進めていく方法があるが、このような自然石を利用した 石積み擁壁は、施工に特別な技能を要し、尚且つ作業効率が悪く時間もかかる等 の施工上の欠点があり、そのためこれら石積み擁壁はコンクリ−ト打放しのコン クリ−ト擁壁に大半が置換えられてしまい、自然感に欠ける等の欠点がある。The masonry retaining wall that partially satisfies the safety standards has a formwork on the back side, and reinforced concrete etc. are laid up to stack the stone materials one step at a time, and a back-filling concrete is placed, from the surface side of the stone material. There is a method of filling the voids between each stone with joint cement, stacking more stones after concrete hardening, and proceeding with the same work.However, a stone masonry retaining wall using such natural stones is special for construction. However, these masonry retaining walls are mostly replaced by concrete-exposed concrete retaining walls, which requires natural skills and is inefficient and time-consuming. There are drawbacks such as lack of feeling.
【0005】[0005]
そこで本考案は、特別な技能のない人でも能率よく容易に石積みを可能にする と同時に、擁壁としての安全性を確保した石積み擁壁を提供しようとするもので ある。 Therefore, the present invention intends to provide a masonry retaining wall that enables a person without special skills to efficiently and easily perform masonry and at the same time secures safety as a retaining wall.
【0006】[0006]
本考案に係る擁壁の構造物は、事前に作られたL字型或は逆T字型コンクリ− ト擁壁本体1の表面側に一定の距離をおいて自然石2、2…を目地コンクリ−ト 3を介在させながら積み上げ、コンクリ−ト擁壁本体1と積まれた自然石2、2 …との隙間に裏打ちコンクリ−ト4を充填してなるものである。 The structure of the retaining wall according to the present invention has joints of natural stones 2, 2 ... at a certain distance on the surface side of the preformed L-shaped or inverted T-shaped concrete retaining wall body 1. The concrete 3 is piled up with the concrete 3 interposed, and the lining concrete 4 is filled in the gap between the concrete retaining wall body 1 and the piled natural stones 2, 2.
【0007】 この場合のコンクリ−ト擁壁本体1はプレキャストコンクリ−ト製で作られ、 表面に自然石2、2…を積み上げるための工夫、及び擁壁としての安全性を確保 するための安全基準をクリアした形状とするが、表面に積まれる様々な形状の自 然石2、2…を効率よく積み上げるために、コンクリ−ト擁壁本体1に固定スタ ッド5、5…を埋め込んで鉄筋6や金網7等を固定し、更にこの鉄筋6或は金網 7(単独或は併用しても良い。)に緊結アンカ−8を掛止し、緊結アンカ−8の 先端を目地コンクリ−ト3に埋め込み固定して自然石2、2…を容易且つ確実に 積み上げられるようにしてある。In this case, the concrete retaining wall body 1 is made of precast concrete, and is devised for stacking the natural stones 2, 2, ... on the surface and safety for ensuring safety as a retaining wall. Although it has a shape that meets the standard, in order to efficiently stack various shapes of natural stones 2, 2, ... Stacked on the surface, fixed studs 5, 5, ... Are embedded in the concrete retaining wall body 1. The reinforcing bar 6 and the wire mesh 7 are fixed, and further, the binding anchor 8 is hooked on the reinforcing bar 6 or the wire mesh 7 (either alone or in combination), and the tip of the binding anchor 8 is joined to the joint concrete. It is embedded in 3 and fixed so that natural stones 2, 2, ... Can be stacked easily and surely.
【0008】 図中10は排水パイプ9を取り付ける取付け穴で、11は裏打ちコンクリ−ト 4を打設する打ち込み溝である。In the figure, 10 is a mounting hole for mounting the drainage pipe 9, and 11 is a driving groove for driving the backing concrete 4.
【0009】 鉄筋6、金網7或は緊結アンカ−8は、擁壁の施工目的、自然石等の大きさな どにより種々のものを用意し適宜利用することが出来る。Various kinds of reinforcing bars 6, wire nets 7 or tightly anchored anchors 8 can be prepared and appropriately used depending on the purpose of construction of the retaining wall, the size of natural stone and the like.
【0010】[0010]
本案は叙上のように、L型或は逆T字型となっているコンクリ−ト擁壁本体1 の表面に固定スタッド5、5を突設して鉄筋6或は金網7を固定し、この鉄筋6 或は金網7に緊結アンカ−8を掛止し、該緊結アンカ−8の先端を前面に積み上 げた自然石2、2…間の目地コンクリ−ト3に埋設し、自然石2、2…とコンク リ−ト擁壁本体1の間に裏打ちコンクリ−トを充填してあるので、自然石積み作 業も鉄筋6或は金網7に沿って順に積み上げていけば良く、工場での組込作業は 勿論のこと、現場での組込作業も容易に出来、熟練を要することなく簡単な作業 で確実な擁壁ができる。 According to the present invention, as described above, fixing studs 5 and 5 are projected on the surface of the concrete retaining wall body 1 which is L-shaped or inverted T-shaped to fix the reinforcing bar 6 or the wire mesh 7, A binding anchor 8 is hooked on the reinforcing bar 6 or the wire net 7, and the tip of the binding anchor 8 is piled up on the front side. The natural stone 2 is embedded in the joint concrete 3 between the natural stone 2 and the natural stone 2. 2 and the concrete retaining wall main body 1 are filled with a lining concrete, so natural masonry work can be done in order along the rebar 6 or the wire mesh 7 in the factory. Not only the assembling work, but also the assembling work at the site can be done easily, and a reliable retaining wall can be made by a simple work without requiring skill.
【図1】本願擁壁の縦断説明図。FIG. 1 is a vertical cross-sectional explanatory view of a retaining wall of the present application.
【図2】本願擁壁の部分説明図。FIG. 2 is a partial explanatory view of a retaining wall of the present application.
1はコンクリ−ト擁壁本体 2は自然石 3は目地コンクリ−ト 4は裏打ちコンクリ−ト 5は固定スタッド 6は鉄筋 7は金網 8は緊結アンカ− 1 is a concrete retaining wall main body 2 is a natural stone 3 is a joint concrete 4 is a lining concrete 5 is a fixed stud 6 is a reinforcing bar 7 is a wire mesh 8 is a tight anchor
Claims (1)
−ト擁壁本体1の表面に固定スタッド5、5を突設して
鉄筋6或は金網7を固定し、この鉄筋6或は金網7に緊
結アンカ−8を掛止し、該緊結アンカ−の先端を前面に
積み上げた自然石2、2…間の目地コンクリ−ト3に埋
設し、自然石とコンクリ−ト擁壁本体の間に裏打ちコン
クリ−ト4を充填してなる自然石積み擁壁。1. Reinforcement 6 or wire mesh 7 is fixed by projecting fixing studs 5, 5 on the surface of a concrete retaining wall body 1 which is L-shaped or inverted T-shaped. Alternatively, a tight anchor 8 is hooked on the wire net 7, and the tip of the tight anchor is buried in the joint concrete 3 between the natural stones 2, 2, ... A natural masonry retaining wall that is filled with lining concrete 4 between the main bodies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6595293U JPH0731945U (en) | 1993-11-16 | 1993-11-16 | Natural masonry retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6595293U JPH0731945U (en) | 1993-11-16 | 1993-11-16 | Natural masonry retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0731945U true JPH0731945U (en) | 1995-06-16 |
Family
ID=13301835
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6595293U Pending JPH0731945U (en) | 1993-11-16 | 1993-11-16 | Natural masonry retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0731945U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014198990A (en) * | 2013-03-15 | 2014-10-23 | 平八 林 | Masonry retaining wall |
| JP2018145771A (en) * | 2017-03-07 | 2018-09-20 | 大幸商事株式会社 | Precast concrete retaining wall, precast concrete retaining wall manufacturing apparatus, method for manufacturing precast concrete retaining wall |
| KR102123205B1 (en) * | 2020-02-07 | 2020-06-16 | (주)삼대주개발 | Construction method and mounting structure of retaining wall structure using reinforcing metal and connecting metal |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5146703A (en) * | 1974-10-19 | 1976-04-21 | Fumiaki Goto | IKOKONKURIITOBUROTSUKU |
| JPS5152605A (en) * | 1974-10-31 | 1976-05-10 | Fumiaki Goto | KONKURIITOYOHEKIMENNO HARIISHISHIKOHOHO |
| JPS5565675A (en) * | 1978-11-11 | 1980-05-17 | Matsuo Horikawa | Method of building rrshaped firm fence of stones of original form |
-
1993
- 1993-11-16 JP JP6595293U patent/JPH0731945U/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5146703A (en) * | 1974-10-19 | 1976-04-21 | Fumiaki Goto | IKOKONKURIITOBUROTSUKU |
| JPS5152605A (en) * | 1974-10-31 | 1976-05-10 | Fumiaki Goto | KONKURIITOYOHEKIMENNO HARIISHISHIKOHOHO |
| JPS5565675A (en) * | 1978-11-11 | 1980-05-17 | Matsuo Horikawa | Method of building rrshaped firm fence of stones of original form |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2014198990A (en) * | 2013-03-15 | 2014-10-23 | 平八 林 | Masonry retaining wall |
| JP2018145771A (en) * | 2017-03-07 | 2018-09-20 | 大幸商事株式会社 | Precast concrete retaining wall, precast concrete retaining wall manufacturing apparatus, method for manufacturing precast concrete retaining wall |
| KR102123205B1 (en) * | 2020-02-07 | 2020-06-16 | (주)삼대주개발 | Construction method and mounting structure of retaining wall structure using reinforcing metal and connecting metal |
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