JP2698565B2 - Surface natural stone, rear concrete casting slope covered structure - Google Patents
Surface natural stone, rear concrete casting slope covered structureInfo
- Publication number
- JP2698565B2 JP2698565B2 JP32733095A JP32733095A JP2698565B2 JP 2698565 B2 JP2698565 B2 JP 2698565B2 JP 32733095 A JP32733095 A JP 32733095A JP 32733095 A JP32733095 A JP 32733095A JP 2698565 B2 JP2698565 B2 JP 2698565B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- piece
- natural stone
- concrete
- tip
- 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.)
- Expired - Fee Related
Links
Landscapes
- Revetment (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Retaining Walls (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は表面に自然石が層着
された法面被覆構造物に係るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a slope coating structure having natural stone layered on its surface.
【0002】[0002]
【従来の技術】従来のコンクリートブロック壁構造の施
工においては、組積されるコンクリートブロック自体に
控え部分を具え、ブロック間にコンクリートを流し込ん
で一体化していた。2. Description of the Related Art In the construction of a conventional concrete block wall structure, a concrete block to be laid is provided with a retaining portion, and concrete is poured between the blocks to be integrated.
【0003】[0003]
【発明が解決しようとする課題】前記従来のコンクリー
トブロック壁組積構造においては、表面がコンクリート
部分より構成されているので、ブロックの有する人工的
な通し目地の存在と相俟って、周囲の自然の環境との調
和を損ない、また各ブロックの一体化に難点があった。In the conventional masonry structure of the concrete block wall, since the surface is constituted by the concrete portion, the surrounding masonry joint of the block is combined with the presence of the artificial joint joint of the block. The harmony with the natural environment was spoiled, and the integration of each block was difficult.
【0004】本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とするところは周囲の
自然環境と調和し、施工性に優れ、而も構造的に信頼性
の高い表面自然石、背面コンクリート打設法面被覆構造
物を提供する点にある。[0004] The present invention has been proposed in view of the above-mentioned problems of the prior art, and aims at harmonizing with the surrounding natural environment, having excellent workability, and having a structurally high reliability. It is an object of the present invention to provide a natural stone surface and a backside concrete casting slope covering structure.
【0005】[0005]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る表面自然石、背面コンクリート打設構
造物は、鉄骨製方形枠体の枠片間に、鉄筋又は鉄骨によ
る網状片を張設し、同網状片上に複数の自然石を列設し
て接着剤を介して接着するとともに、前記枠体の背面
に、垂直部片と水平部片とよりなるL型部片における水
平部片の先端より前記枠体に指向して斜め上方に延びる
傾斜部片を延設してなる固定金具を配設し、同固定金具
における前記垂直部片を前記枠片にボルトナットを介し
て締着するとともに、前記傾斜部片の先端を前記枠片よ
り植立された取付板にボルトナットを介して締着し、前
記枠体の背面と裏込材との間にコンクリートを打設して
構成されている。In order to achieve the above-mentioned object, a natural surface stone and a rear concrete casting structure according to the present invention are provided with a reinforcing bar or a steel mesh between frame pieces of a steel frame. And a plurality of natural stones are arranged in a row on the net-like piece and adhered with an adhesive, and on the back surface of the frame, a horizontal part of an L-shaped part composed of a vertical part and a horizontal part is provided. A fixture is provided by extending an inclined part extending obliquely upward from the tip of the part toward the frame body, and the vertical part of the fixture is attached to the frame piece via a bolt and nut. While tightening, the tip of the inclined portion piece is fastened to the mounting plate planted from the frame piece via a bolt nut, and concrete is poured between the back surface of the frame body and the backing material. It is configured.
【0006】[0006]
【発明の実施の形態】以下、図面について本発明の最も
好ましい実施の形態を示す。図4乃至図6は台座Aを示
し、鉄骨製方形枠体1における枠片間に鉄筋、または鉄
骨によって網状部2が編組、張設され、同網状部2上に
自然石3が縦横に敷設され、エポキシ樹脂等の接着剤を
介して接着されている。なお前記方形枠体の所要個所に
は後述の固定金具4定着用インサート(図示せず)が埋
設され、かくして自然石ユニットBが構成されている。
(図2及び図3参照) 固定金具4は垂直部片4aと水平部片4bとからなるL
型片及び、同水平部片4b先端より斜め上方に延びる傾
斜部片4cより構成されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The preferred embodiments of the present invention will be described below with reference to the drawings. 4 to 6 show a pedestal A, in which a mesh portion 2 is braided and stretched by a reinforcing bar or a steel frame between frame pieces of a steel frame 1 and natural stones 3 are laid on the mesh portion 2 vertically and horizontally. It is bonded via an adhesive such as an epoxy resin. In addition, a fixing bracket 4 fixing insert (not shown) described later is buried in required portions of the rectangular frame body, and thus a natural stone unit B is configured.
(Refer to FIG. 2 and FIG. 3) The fixing bracket 4 is composed of a vertical piece 4a and a horizontal piece 4b.
It is composed of a mold piece and an inclined piece 4c extending obliquely upward from the tip of the horizontal piece 4b.
【0007】而して最下段の前記自然石ユニットBの背
面に、予め前記固定金具4におけるL型片の垂直部片4
aを前記ユニットBの枠片に埋設されたインサートを利
用して、ボルト5を介して固着するとともに、前記傾斜
部片4cの上端部を、前記ユニットBの枠片に埋設され
たインサートに螺装された取付板6にボルトナット7を
介して締結し、前記最下段の自然石ユニットを固定金具
4とともに、基礎コンクリートC上に載架して裏込め砕
石8との間に第1段の現場打ちコンクリート9を打設す
る。図中10は水抜き孔である。The vertical portion 4 of the L-shaped piece of the fixing bracket 4 is previously provided on the back surface of the natural stone unit B at the bottom.
a is fixed via bolts 5 using an insert embedded in the frame piece of the unit B, and the upper end of the inclined portion piece 4c is screwed to the insert embedded in the frame piece of the unit B. It is fastened to the mounted mounting plate 6 via a bolt and nut 7, and the lowermost natural stone unit is mounted on the foundation concrete C together with the fixing metal 4, and is placed between the backfill crushed stone 8 and the first natural stone unit. Cast-in-place concrete 9 is cast. In the figure, reference numeral 10 denotes a drain hole.
【0008】次いで第2段の現場打ちコンクリート9の
打継ぎに際して、第2段の自然石ユニットBの背面に前
記垂直、水平両部片4a, 4b及び傾斜部片4cよりな
る接合金具を取り付けて最下段の自然石ユニットB上に
載架して、同自然石ユニットBと裏込め砕石8との間に
第2段の現場打ちコンクリート9を打設する。a1 は最
下段の現場打ちコンクリート打継部である。Next, at the time of joining the second-stage cast-in-place concrete 9, a joining bracket consisting of the vertical and horizontal pieces 4 a and 4 b and the inclined piece 4 c is attached to the back of the natural stone unit B of the second step. The second stage cast-in-place concrete 9 is placed between the natural stone unit B and the backfill crushed stone 8 while being mounted on the lowest natural stone unit B. a 1 is a cast-in-place concrete joints of the bottom.
【0009】以下同様にして自然石ユニットBを法面に
沿って建て込み、裏込め砕石8との間に現場打ちコンク
リートを打設する。図中10は水抜き孔、11は天端コ
ンクリート、a1 ,a2 ,a3 ,a4 は夫々第2回目コ
ンクリート打設、及び第3回目のコンクリート打設、並
びに第4回目のコンクリート打設時の現場打ちコンクリ
ート打継部である。In the same manner, a natural stone unit B is erected along the slope, and cast-in-place concrete is poured between the natural stone unit B and the backfill crushed stone 8. Figure 10 is the drain hole, 11 crest concrete, a 1, a 2, a 3, a 4 are respectively the second concreting, and the third concreting, and the fourth concrete It is a cast-in-place concrete transfer section at the time of construction.
【0010】[0010]
【発明の効果】本発明は前記したように、鉄骨製方形枠
体間に鉄筋又は鉄骨による網状片を張設し、同網状片上
に複数の自然石を列設し、接着剤を介して接着して自然
石ユニットを構成し、同ユニットを型枠として利用し、
同ユニット背面と裏込め材との間にコンクリートを打設
するとともに、前記型枠背面に垂直水平部片よりなるL
型部片における水平部片の先端より前記枠体に指向して
斜め上方に延びる固定金具の垂直部片及び傾斜部片を前
記枠体の裏面に、ボルトナット、インサートを介して締
結し、同枠体の背面と裏込め材との間にコンクリートを
打設したので、前記自然石ユニットが法面に一体的に結
合され、従来の植石コンクリートに比して植石部がなく
ブロック相互の目地がなくなり自然景観構造物が構成さ
れる。As described above, according to the present invention, a net-like piece made of a reinforcing bar or a steel frame is stretched between rectangular steel frames, a plurality of natural stones are arranged on the net-like piece, and bonded with an adhesive. To form a natural stone unit, and use the unit as a formwork,
Concrete is poured between the back of the unit and the backing material, and L
The vertical piece and the inclined piece of the fixing bracket extending obliquely upward from the tip of the horizontal piece in the mold piece toward the frame from the tip of the horizontal piece are fastened to the back surface of the frame via bolts, nuts and inserts. Since the concrete was cast between the back of the frame and the backfill material, the natural stone unit was integrally connected to the slope, and there was no vegetation part compared to the conventional vegetation concrete, and the joints between the blocks were made. Disappear and a natural landscape structure is constructed.
【0011】またあらゆる法面勾配に即応して自由に対
処でき、現場に応じて効果的に施工され、更に現場打ち
コンクリートを打設することによって、植生コンクリー
トブロックに比して大幅に施工費を節減できる。[0011] In addition, the construction can be dealt with freely in response to any slope slope, can be effectively constructed according to the site, and furthermore, by casting the cast-in-place concrete, the construction cost can be greatly reduced as compared with the vegetation concrete block. We can save.
【図1】本発明に係る表面自然石、背面コンクリート打
設法面被覆構造物の一実施例を示す縦断側面図である。FIG. 1 is a longitudinal sectional side view showing one embodiment of a surface natural stone, rear concrete placing slope covering structure according to the present invention.
【図2】自然石ユニットの平面図である。FIG. 2 is a plan view of a natural stone unit.
【図3】自然石ユニットの側面図である。FIG. 3 is a side view of the natural stone unit.
【図4】台座の平面図である。FIG. 4 is a plan view of a base.
【図5】台座の正面図である。FIG. 5 is a front view of the base.
【図6】台座の側面図である。FIG. 6 is a side view of the base.
A 台座 B 自然石ユニット C 基礎コンクリート a1 ,a2 ,a3 ,a4 現場打ちコンクリート打継
部 1 鉄骨製方形枠体 2 網状部 3 自然石 4 固定金具 4a 垂直部片 4b 水平部片 4c 傾斜部片 5 ボルト 6 取付板 7 ボルトナット 8 裏込め砕石 9 現場打ちコンクリート 10 水抜き孔 11 天端コンクリートA pedestal B natural stone units C foundation concrete a 1, a 2, a 3 , a 4 cast-in-place concrete joints 1 steel made rectangular frame 2 mesh portion 3 natural stone 4 fixing bracket 4a vertical section piece 4b horizontal piece 4c Inclined piece 5 Bolt 6 Mounting plate 7 Bolt nut 8 Backfill crushed stone 9 Cast-in-place concrete 10 Drain hole 11 Top concrete
Claims (1)
骨による網状片を張設し、同網状片上に複数の自然石を
列設して接着剤を介して接着するとともに、前記枠体の
背面に、垂直部片と水平部片とよりなるL型部片におけ
る水平部片の先端より前記枠体に指向して斜め上方に延
びる傾斜部片を延設してなる固定金具を配設し、同固定
金具における前記垂直部片を前記枠片にボルトナットを
介して締着するとともに、前記傾斜部片の先端を前記枠
片より植立された取付板にボルトナットを介して締着
し、前記枠体の背面と裏込材との間にコンクリートを打
設してなることを特徴とする表面自然石、背面コンクリ
ート打設法面被覆構造物。1. A net-like piece made of a reinforcing bar or a steel frame is stretched between frame pieces of a steel-made rectangular frame body, a plurality of natural stones are arranged on the net-like piece, and the natural stones are bonded via an adhesive. On the back surface of the frame, there is provided a fixing bracket formed by extending an inclined portion extending obliquely upward from the tip of the horizontal portion of the L-shaped portion composed of the vertical portion and the horizontal portion toward the frame from the tip of the horizontal portion. Arranged, and the vertical piece of the fixing bracket is fastened to the frame piece via a bolt nut, and the tip of the inclined piece is attached to the mounting plate planted from the frame piece via a bolt nut. A natural surface stone, rear concrete casting slope coated structure, wherein concrete is cast between a back surface of the frame and a backing material by fastening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32733095A JP2698565B2 (en) | 1995-12-15 | 1995-12-15 | Surface natural stone, rear concrete casting slope covered structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32733095A JP2698565B2 (en) | 1995-12-15 | 1995-12-15 | Surface natural stone, rear concrete casting slope covered structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09165728A JPH09165728A (en) | 1997-06-24 |
| JP2698565B2 true JP2698565B2 (en) | 1998-01-19 |
Family
ID=18197941
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP32733095A Expired - Fee Related JP2698565B2 (en) | 1995-12-15 | 1995-12-15 | Surface natural stone, rear concrete casting slope covered structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2698565B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111996989A (en) * | 2020-08-18 | 2020-11-27 | 湖南创一建设工程有限公司 | Slope protection structure based on construction waste and construction method thereof |
-
1995
- 1995-12-15 JP JP32733095A patent/JP2698565B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH09165728A (en) | 1997-06-24 |
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