JPH09165764A - Construction method of natural stone plate mold frame block - Google Patents

Construction method of natural stone plate mold frame block

Info

Publication number
JPH09165764A
JPH09165764A JP32733195A JP32733195A JPH09165764A JP H09165764 A JPH09165764 A JP H09165764A JP 32733195 A JP32733195 A JP 32733195A JP 32733195 A JP32733195 A JP 32733195A JP H09165764 A JPH09165764 A JP H09165764A
Authority
JP
Japan
Prior art keywords
block
natural
concrete
natural stone
foundation
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.)
Granted
Application number
JP32733195A
Other languages
Japanese (ja)
Other versions
JP2890182B2 (en
Inventor
Takuo Yukimoto
卓生 行本
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 JP32733195A priority Critical patent/JP2890182B2/en
Publication of JPH09165764A publication Critical patent/JPH09165764A/en
Application granted granted Critical
Publication of JP2890182B2 publication Critical patent/JP2890182B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Aftertreatments Of Artificial And Natural Stones (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a construction method capable of being In harmony with atmospheric natural environments, having a construction property, moreover, having a high reliability in its structure. SOLUTION: A natural stone plate mold frame block 7 with natural stones 3 integrated in its surface is manufactured such that natural stones 3 are arranged on a platform comprising a steel angle strip with a metal gauze 2 spread thereover, and the metal gauze 2 and natural stones 3 integrated via an adhesive are placed in a mold frame with concrete flowed previously therein and then subjected to mold release operation after hardening of concrete. The lowermost concrete block 7 is installed and fixed on a foundation part 8 via a foundation fixing metal brace 9, next, another block is connected on the block via an upper fixing metal piece, further, natural stone plate mold frame blocks are laid on a slope face by filling concrete 11 between it and the rear surface lining part.

Description

【発明の詳細な説明】Detailed Description of the Invention

【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の施工方法に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a slope-covered structure in which natural stone is layered on the surface.

【0002】[0002]

【従来の技術】従来のコンクリートブロック壁組積構造
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 a conventional concrete block wall masonry structure, a concrete block itself to be laid has 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
性の高い自然石版型枠ブロック施工方法を提供する点に
ある。
The present invention has been proposed in view of the above problems of the prior art, and its purpose is to be in harmony with the surrounding natural environment, to be excellent in workability, and to be structurally reliable. The point is to provide a high natural slab formwork block construction method.

【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、本発明に係る自然石版型枠ブロック施工方法は、鋼
製アングル材に金網を張設した台座上に自然石を列設し
て前記金網に接着剤を介して接着し、前記アングル材、
金網と自然石の一体化したものを予めコンクリートが流
し込まれた型枠に落とし込み、同コンクリートが硬化し
たのち脱型して表面に自然石が一体化された自然石版型
枠ブロックを製造し、最下段の自然石版型枠ブロックを
背面に取り付けられた基礎固定金物を介して基礎コンク
リートに所定の位置、勾配を以て据え付けて固定し、次
いで前記最下段の自然石版型枠ブロック背面に上部固定
金具をインサートボルトを介して取り付け、裏込部との
間に一回目コンクリート打設面まで現場打設コンクリー
トを投入し、次いで2段目の自然石版型枠ブロックを吊
り上げて前記最下段の自然石版型枠ブロック上面の所定
位置に設置して前記上部固定金具と連結し、次いで前記
2段目の自然石版型枠ブロックの背面上部に上部固定金
具を取り付けて、第2段目打設面までコンクリートを打
設し、以下前記同様の工程を反覆することを特徴とする
ものである。
In order to achieve the above-mentioned object, a method of constructing a natural stone block form block according to the present invention is a method in which natural stones are lined up on a pedestal in which a wire mesh is stretched on a steel angle member. Adhering to the wire mesh via an adhesive, the angle member,
An integrated piece of wire mesh and natural stone is dropped into a formwork in which concrete has been poured in advance, and after the concrete has hardened, it is demolded to produce a natural slab formwork block with integrated natural stone on the surface. The lower natural stone slab formwork block is installed and fixed to the foundation concrete at a predetermined position and a gradient through the foundation fixing hardware attached to the back, and then the upper fixing bracket is inserted on the rear face of the lowermost natural lithographic formwork block. It is attached via bolts, the on-site concrete is poured between the back-filling part and the first concrete placing surface, and then the second-stage natural stone formwork block is lifted up to the lowermost natural stone formwork block. Installed at a predetermined position on the upper surface and connected to the upper fixing bracket, and then attaching the upper fixing bracket to the upper rear surface of the second stage natural stone block form block, And Da設 concrete to the 2nd step hitting 設面, is characterized in that recurring said same steps below.

【0006】[0006]

【発明の実施の形態】以下、本発明を図面に示す最も好
ましい実施の形態について説明する。鋼製アングル材1
で構成された枠体に金網2を張設して台座を作り、その
上に自然石3を列設してエポキシ樹脂等の接着剤4で接
着して金網2と自然石3を一体化し、(図1(イ)参
照)かくして金網2と自然石3との一体化されたものを
予めコンクリート5を充填して型枠6内に落とし込み、
(図1(ロ)参照)コンクリート5の硬化後、型枠6を
脱型して自然石3と一体化された自然石版型枠ブロック
7を製作する。(図1(ハ)(ニ)参照) 次に前記のように構成された自然石版型枠ブロックの施
工方法について説明する。
BEST MODE FOR CARRYING OUT THE INVENTION The most preferred embodiment of the present invention shown in the drawings will be described below. Steel angle material 1
The wire mesh 2 is stretched over the frame body made of to form a pedestal, and natural stones 3 are lined up on it and bonded with an adhesive 4 such as an epoxy resin to integrate the wire mesh 2 and the natural stone 3, (See FIG. 1 (a)) Thus, the integrated wire mesh 2 and natural stone 3 is filled with concrete 5 in advance and dropped into the mold 6,
(See FIG. 1B) After the concrete 5 is hardened, the mold 6 is demolded to manufacture the natural slab formwork block 7 integrated with the natural stone 3. (See FIGS. 1C and 1D) Next, a method of constructing the natural slab formwork block configured as described above will be described.

【0007】コンクリートを打設して基礎工8を施工
し、(図2参照)同基礎工8上に最下段の自然石版型枠
ブロック7を、その背面に取り付けられた固定金具9を
介して所定の位置、勾配を確保して基礎工8に固定す
る。(図6参照)同固定金具9はその下部L型部片の垂
直部片がインサートボルトを介して前記自然石版型枠ブ
ロック7に固定され、同L型部片の水平部片先端より斜
め上方に延設された傾斜片の先端が前記ブロック7の背
面にインサートボルトを介して固定されている。最下段
の自然石版型枠ブロック7を前記固定金具9を介して基
礎工8に固定したのち同ブロック7と裏込砕石10との
間にコンクリート11をコンクリートの1回目打設面S
1 まで投入する。(図3参照) 次いで2段目自然石版型枠ブロック7′を吊り上げて所
定の位置に置き、同ブロック7′に上段の固定金具9を
取り付け、しかるのち2段目打設面S2 までコンクリー
ト11を打設する。以下前記の工程を反覆して最後に天
端に自然石版型枠ブロックを配設する。
[0007] Concrete is poured and the foundation work 8 is constructed (see Fig. 2). On the foundation work 8, the lowermost natural slab formwork block 7 is mounted via the fixing metal fittings 9 attached to the back surface thereof. A predetermined position and slope are secured and fixed to the foundation work 8. (Refer to FIG. 6) In the fixing bracket 9, the vertical part of the lower L-shaped part is fixed to the natural lithograph form block 7 through the insert bolt, and is diagonally above the tip of the horizontal part of the L-shaped part. The tip end of the inclined piece extended to is fixed to the back surface of the block 7 through an insert bolt. After fixing the lowermost natural slab formwork block 7 to the foundation work 8 through the fixing metal fittings 9, concrete 11 is placed between the block 7 and the back-filled crushed stone 10 for the first concrete placing surface S.
Add up to 1 . (See FIG. 3) and then the second stage natural slate mold block 7 'are lifted placed in position, the block 7' attached to the upper fixing bracket 9 to the concrete to the second step hitting設面S 2 later scold Place 11 Thereafter, the above steps are repeated, and finally a natural lithographic form block is arranged at the top end.

【0008】図中12は水抜孔である。In the figure, reference numeral 12 is a drain hole.

【0009】[0009]

【発明の効果】本発明は前記したようにアングル材に金
網を張設した台座上に自然石を列設して前記金網に接着
剤を介して接着することによって、金網と自然石とが一
体化されたものを、予めコンクリートが流し込まれた型
枠に落とし込み、同コンクリートが硬化したのち脱型す
ることによって自然石版型枠ブロックを製造し、このよ
うに製造された自然石版型枠ブロックを型枠として利用
し、同型枠ブロックの背面に固定金具のL型部片を配設
し、同L型部片の垂直部片を前記ブロック背面に取り付
け水平部片より斜め上方に延びる傾斜部片を前記型枠ブ
ロックの上位のブロック背面に結合して前記型枠ブロッ
クを重層するとともに同各型枠と裏込材との間にコンク
リート11を充填することにより、前記自然石版型枠ブ
ロックが法面に一体に結合され、従来の擁壁に比して植
石部がなくブロック相互間の目地がなくなり、またあら
ゆる法面勾配に即応して自由に対処でき、更に前記ブロ
ックと裏込材との間にコンクリートを打設することによ
り、前記ブロックが法面に一体に被覆され、施工が簡略
化され、工費が節減される。
As described above, according to the present invention, natural stones are lined up on a pedestal in which a wire mesh is stretched on an angle member, and the natural mesh is adhered to the wire mesh with an adhesive, whereby the wire mesh and the natural stone are integrated. The naturalized stencil form block is manufactured by dropping the solidified product into a formwork in which concrete has been poured in advance, and then removing the mold after the concrete has hardened. An L-shaped piece of the fixing metal fitting is provided on the back surface of the same frame block as a frame, and a vertical piece of the L-shaped piece is attached to the back surface of the block and an inclined piece extending obliquely upward from the horizontal piece is attached. The natural lithographic form block is sloped by combining with the upper block back surface of the form block and stacking the form blocks and filling concrete 11 between each form and backing material. One Compared with conventional retaining walls, there are no vegetation parts and there are no joints between blocks, and it is possible to deal freely with any slope gradient and further, concrete between the block and backing material The block is integrally coated on the slope, so that the construction is simplified and the construction cost is reduced.

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

【図1】(イ)(ロ)(ハ)は自然石版型枠ブロックの
製造工程を示す断面図、(ニ)は(ハ)の平面図であ
る。
1A, 1B, and 1C are cross-sectional views showing a manufacturing process of a natural lithographic form block, and FIG. 1D is a plan view of FIG.

【図2】基礎工の断面図である。FIG. 2 is a sectional view of a foundation work.

【図3】最下段自然石版型枠ブロックの施工工程を示す
断面図である。
FIG. 3 is a cross-sectional view showing a construction process of the lowermost natural lithographic form block.

【図4】2段目の自然石版脱型本体ブロックの設置及び
コンクリート打設工程を示す縦断面図である。
FIG. 4 is a vertical cross-sectional view showing a step of installing a second-stage natural slab demolding main body block and a concrete placing step.

【図5】本発明の方法によって構成された法面被覆コン
クリート壁の縦断面図である。
FIG. 5 is a vertical cross-sectional view of a slope-covered concrete wall constructed by the method of the present invention.

【図6】天端部分の断面図である。FIG. 6 is a cross-sectional view of a top portion.

【図7】上部固定金具の側面図である。FIG. 7 is a side view of an upper fixing member.

【図8】基礎固定金具の側面図である。FIG. 8 is a side view of the base fixing bracket.

【符号の説明】[Explanation of symbols]

1 鋼製アングル材 2 金網 3 自然石 4 接着剤 5 コンクリート 6 型枠 7 自然石版型枠ブロック 7′ 2段目自然石版型枠ブロック 8 基礎工 9 固定金具 10 裏込砕石 11 コンクリート 12 水抜孔 1 Steel angle material 2 Wire mesh 3 Natural stone 4 Adhesive 5 Concrete 6 Formwork 7 Natural lithographic formwork block 7'Second stage natural lithographic formwork block 8 Foundation work 9 Fixing metal fittings 10 Backfill crushed stone 11 Concrete 12 Drain hole

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鋼製アングル材に金網を張設した台座上
に自然石を列設して前記金網に接着剤を介して接着し、
前記アングル材、金網と自然石の一体化したものを予め
コンクリートが流し込まれた型枠に落とし込み、同コン
クリートが硬化したのち脱型して表面に自然石が一体化
された自然石版型枠ブロックを製造し、最下段の自然石
版型枠ブロックを背面に取り付けられた基礎固定金物を
介して基礎コンクリートに所定の位置、勾配を以て据え
付けて固定し、次いで前記最下段の自然石版型枠ブロッ
ク背面に上部固定金具をインサートボルトを介して取り
付け、裏込部との間に一回目コンクリート打設面まで現
場打設コンクリートを投入し、次いで2段目の自然石版
型枠ブロックを吊り上げて前記最下段の自然石版型枠ブ
ロック上面の所定位置に設置して前記上部固定金具と連
結し、次いで前記2段目の自然石版型枠ブロックの背面
上部に上部固定金具を取り付けて、第2段目打設面まで
コンクリートを打設し、以下前記同様の工程を反覆する
ことを特徴とする自然石版型枠ブロックの施工方法。
1. A natural stone is lined up on a pedestal in which a wire mesh is stretched on a steel angle member, and is bonded to the wire mesh with an adhesive,
A natural lithographic form block in which natural stone is integrated on the surface by dropping the angle material, a wire mesh and natural stone integrated into a formwork into which concrete has been poured in advance, and then removing the mold after the concrete has hardened. Manufacture and install the lowermost natural slab formwork block on the backside of the foundation by mounting it on the foundation concrete through the foundation fixing hardware attached at a predetermined position and slope, and then on the backside of the lowermost natural slab formwork block. Attach the fixing metal fittings with the insert bolts, put the in-place concrete between the back-filling section and the first concrete placing surface, and then lift the natural stone block form block in the second stage and lift the natural stone in the bottom stage. It is installed at a predetermined position on the top surface of the slab formwork block and connected to the upper fixing bracket, and then an upper fixing metal is attached to the upper part of the rear surface of the second stage natural lithographic formwork block. The attached, and Da設 concrete up to the second stage punching 設面, the construction method of natural slate mold block, characterized by recurring said same steps below.
JP32733195A 1995-12-15 1995-12-15 Construction method of natural slab formwork block Expired - Fee Related JP2890182B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32733195A JP2890182B2 (en) 1995-12-15 1995-12-15 Construction method of natural slab formwork block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32733195A JP2890182B2 (en) 1995-12-15 1995-12-15 Construction method of natural slab formwork block

Publications (2)

Publication Number Publication Date
JPH09165764A true JPH09165764A (en) 1997-06-24
JP2890182B2 JP2890182B2 (en) 1999-05-10

Family

ID=18197952

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32733195A Expired - Fee Related JP2890182B2 (en) 1995-12-15 1995-12-15 Construction method of natural slab formwork block

Country Status (1)

Country Link
JP (1) JP2890182B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111441309A (en) * 2020-04-08 2020-07-24 于广 Hydraulic engineering bank protection

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106677225B (en) * 2015-11-11 2019-05-03 北京高能时代环境技术股份有限公司 HDPE geomembrane underground vertical installation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111441309A (en) * 2020-04-08 2020-07-24 于广 Hydraulic engineering bank protection

Also Published As

Publication number Publication date
JP2890182B2 (en) 1999-05-10

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