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JP6989865B1 - A concrete retaining wall made of molded members fixed in a ladder shape. - Google Patents

A concrete retaining wall made of molded members fixed in a ladder shape. Download PDF

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JP6989865B1
JP6989865B1 JP2021078880A JP2021078880A JP6989865B1 JP 6989865 B1 JP6989865 B1 JP 6989865B1 JP 2021078880 A JP2021078880 A JP 2021078880A JP 2021078880 A JP2021078880 A JP 2021078880A JP 6989865 B1 JP6989865 B1 JP 6989865B1
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retaining wall
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JP2022172731A (en
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美藤雅康
美藤町子
北村知世
横畑直世
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美藤 雅康
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Abstract

【課題】鉄筋コンクリート構築物の課題が解決できる梯子状に固定した成型部材で造るコンクリート構築物を提供する。【解決手段】擁壁基礎基盤Aの上に、板材3の板面に蟻溝を設けて両側面に凹加工した床盤板材5を2枚並置し、複数の床盤板セパ6で固定して成る梯子状の床盤型枠材7と板材3の両側面に凸加工した連結板材9を、交互に連結固定して成る床盤型枠10、その上に、梯子状の床盤型枠材7と連結板材9を交互に連結固定してハンチ8を成した擁壁の基礎型枠、その上に、板材3に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材を2枚並置して、壁板材の蟻溝に、複数の壁板セパ14を差し込んで成る梯子状の壁型枠材とダボ木16を用いて、組積組固定して成る擁壁の壁Bと控え壁Cで成る擁壁の型枠躯体に複数の水抜きパイプ17を設けて、コンクリート18を打設して成るコンクリート擁壁。【選択図】図1PROBLEM TO BE SOLVED: To provide a concrete structure made of a molded member fixed in a ladder shape, which can solve the problem of a reinforced concrete structure. SOLUTION: Two floor board materials 5 having dovetail grooves on the plate surface of the plate material 3 and recessed on both side surfaces are arranged side by side on a retaining wall foundation base A, and fixed by a plurality of floor plate separators 6. A floor board frame 10 made by alternately connecting and fixing a ladder-shaped floor frame material 7 and a connecting plate 9 convex on both side surfaces of the board 3, and a ladder-shaped floor frame on the floor frame 10. A foundation form of a retaining wall formed by alternately connecting and fixing a material 7 and a connecting plate material 9 to form a haunch 8, and a wall plate material having dovetail grooves on the plate material 3 and a plurality of dowel holes on both sides thereof. A wall B of a retaining wall formed by arranging two sheets side by side and fixing them in a masonry structure using a ladder-shaped wall frame material and a dowel wood 16 formed by inserting a plurality of wall plate separators 14 into the dovetail groove of the wall plate material. A concrete retaining wall made of concrete 18 by providing a plurality of drainage pipes 17 on the form frame frame of the retaining wall consisting of the retaining wall C and the retaining wall C. [Selection diagram] Fig. 1

Description

本発明は、梯子状に固定した成型部材で造るコンクリート擁壁に関する。 The present invention relates to a concrete retaining wall made of a molded member fixed in a ladder shape.

従来の擁壁の種類
1.空積み式擁壁…石やコンクリートブロック(間知ブロックなど)を積み上げた擁壁。
2.練り積み式擁壁…石やコンクリートブロック(間知ブロックなど)を積み上げて、その間にセメントやモルタルを充填した擁壁。
3.重力式擁壁…製品自体の重さで背面の土の圧力を支える無筋コンクリートの擁壁。
4.もたれ式擁壁…擁壁だけで自立せずに地山にもたれかかるようにコンクリートを打設することが多い擁壁。
5.プレキャストL型擁壁…底盤の上に乗った土の重力も含めて背面の土の圧力を支える擁壁(二次製品で施工が早く、鉄筋コンクリートで壁厚を薄くできるため、用地の確保がしやすい)一般に多く使われている擁壁。
Types of traditional retaining walls
1. Empty-stacked retaining wall: A retaining wall made by stacking stone and concrete blocks (such as Machi blocks).
2. Retaining wall of kneading type: A retaining wall in which stones and concrete blocks (such as Machi blocks) are piled up and cement or mortar is filled between them.
3. Gravity retaining wall: An unreinforced concrete retaining wall that supports the pressure of the soil on the back by the weight of the product itself.
4. Leaning type retaining wall: A retaining wall in which concrete is often placed so that the retaining wall does not stand on its own and leans against the ground.
5. Precast L-shaped retaining wall: Retaining wall that supports the pressure of the soil on the back including the gravity of the soil on the bottom. (Easy to remove) A commonly used retaining wall.

従来の擁壁には多種多様な種類の擁壁が存在する。 There are various types of retaining walls in conventional retaining walls.

特許第5315498号Patent No. 5315498

無しNone

在来の擁壁には次の問題があった。
〇空積み式擁壁は高い擁壁への対応が困難であるとともに造成地の面積を失う問題。
〇練り積み式擁壁は高い擁壁への対応が困難であるとともに造成地の面積を失う問題。
〇重力式擁壁は高い擁壁への対応が困難であるとともに造成地の面積を失う問題。
〇プレキャストL型擁壁は高い擁壁への対応が困難である問題。
在来の擁壁には何れも工期が長く建設費が高価である。
The conventional retaining wall had the following problems.
〇 The problem of empty retaining walls is that it is difficult to deal with high retaining walls and the area of the created land is lost.
〇 The problem that the kneaded retaining wall is difficult to cope with the high retaining wall and the area of the created land is lost.
〇 Gravity type retaining wall is difficult to cope with high retaining wall and the problem of losing the area of the created land.
〇 The problem with precast L-shaped retaining walls is that it is difficult to deal with high retaining walls.
All of the conventional retaining walls have a long construction period and high construction costs.

本発明は、上記の課題に鑑みて、短工期且つ低価格、さらに、容易な施工性に優れた梯子状に固定した成型部材で造るコンクリート擁壁を提供するものである。 In view of the above problems, the present invention provides a concrete retaining wall made of a molded member fixed in a ladder shape, which has a short construction period, a low price, and is excellent in easy workability.

この発明は、上記の課題を解決するためになされたもので、床付き面の基礎砕石上に均しコンクリートを打設して成る擁壁基礎基盤、該擁壁基礎基盤の上に、板材の板面に蟻溝を設けて両側面に凹加工して成る床盤板材を、間隔を開けて2枚を並置して、床盤板材の蟻溝に両端に蟻ホゾ加工した複数の床盤板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の床盤型枠材、該梯子状の床盤型枠材、板材の板面に蟻溝を設けて両側面に凸加工した連結板材とハンチ幅を短くした前記連結板材を用いて、交互に連結固定して成る床盤型枠、該床盤型枠の上に、ハンチ巾の梯子状の床盤型枠材に、前記連結板材と壁厚を短くした連結板材を用いて交互に連結固定してハンチを成して、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材をダボ木を用いて、両小口を塞いで成る擁壁の基礎型枠、該擁壁の基礎型枠の上に、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材を、間隔を開けて2枚を並置して、壁板材の蟻溝に、両端に蟻ホゾ加工した複数の壁板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁型枠材、該梯子状の壁型枠材とダボ木を用いて組積組固定した、擁壁の壁と控え壁で成る擁壁の型枠躯体、該擁壁の型枠躯体に複数の水抜きパイプを設けて、コンクリートを打設して成る擁壁躯体、該擁壁躯体のハンチの上に透水層を設けて、盛土で埋め戻してコンクリート擁壁を構築することを特徴とする梯子状に固定した成型部材で造るコンクリート擁壁(請求項1)を提供する。 The present invention has been made to solve the above-mentioned problems, and is a retaining wall foundation foundation formed by placing leveling concrete on the foundation crushed stone of the floored surface, and a plate material is placed on the retaining wall foundation foundation. Multiple floorboards with dovetail grooves on both sides of the dovetail groove on the board surface, with two floorboards placed side by side at intervals. A ladder-shaped floorboard frame material that is assembled and fixed in a ladder shape by inserting separators at equal intervals, and the ladder-shaped floorboard type frame material is provided with dovetail grooves on the plate surface of the plate material and convex on both sides. A flooring frame made by alternately connecting and fixing using the connecting plate material and the connecting plate material having a shortened haunch width, and a ladder-shaped flooring frame material having a haunch width on the flooring type frame . A wall plate material having dovetail grooves on the plate surface of the plate material and a plurality of dowel holes on both side surfaces is formed by alternately connecting and fixing the connecting plate material and the connecting plate material having a shortened wall thickness. A foundation frame of a retaining wall that closes both edges using wood, and a wall with dovetail grooves on the plate surface of the plate material and multiple dowel holes on both sides on the foundation template of the retaining wall. A ladder-shaped wall made by arranging two plates side by side at intervals, inserting multiple wall plate separators with dovetail processing on both ends evenly into the dovetail groove of the wall plate material, and fixing them in a ladder shape. A frame material, a frame frame of a retaining wall consisting of a wall of a retaining wall and a retaining wall, which is fixed in a stack using the ladder-shaped wall frame material and a dowel tree, and a plurality of frame frames of the retaining wall. A ladder characterized by providing a drainage pipe, placing concrete on the retaining wall skeleton, providing a water-permeable layer on the haunch of the retaining wall skeleton, and backfilling with embankment to construct a concrete retaining wall. Provided is a concrete retaining wall (claim 1) made of a molded member fixed in a shape.

請求項1記載の擁壁の基礎型枠の上に、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材を、間隔を開けて2枚を並置して、壁板材の蟻溝に、両端に蟻ホゾ加工した複数の壁板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁型枠材、該梯子状の壁型枠材とダボ木を用いて複数段組積組固定した、擁壁の壁と控え壁で成る擁壁の型枠躯体、該擁壁の型枠躯体に壁厚を変える壁板材を用いて、擁壁の壁厚を下部から上部へ順次薄くして、控え壁を下部から上部へ順次長くすることで、コンクリート擁壁の強度に対応させることを特徴とする梯子状に固定した成型部材で造るコンクリート擁壁(請求項2)を提供する。 On the foundation form of the retaining wall according to claim 1, two wall plate materials having dovetail grooves on the plate surface of the plate material and a plurality of dowel holes on both side surfaces are arranged side by side at intervals. A ladder-shaped wall frame material, which is made by inserting multiple wall plate separators with dovetail processing on both ends into the dovetail groove of the wall plate material at equal intervals and fixing them in a ladder shape, the ladder-shaped wall frame material and the dowel. The wall of the retaining wall is fixed by using wood to form a multi-tiered stack, and the frame of the retaining wall is composed of the wall of the retaining wall and the retaining wall. A concrete retaining wall made of a ladder-shaped fixed molding member, which is characterized by gradually reducing the thickness from the bottom to the top and gradually lengthening the retaining wall from the bottom to the top to correspond to the strength of the concrete retaining wall ( 2) is provided.

請求項1記載の擁壁の基礎型枠の上に、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材を、間隔を開けて2枚を並置して、壁板材の蟻溝に、両端に蟻ホゾ加工した複数の壁板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁型枠材、該梯子状の壁型枠材とダボ木を用いて複数段組積組固定した、擁壁の壁と控え壁で成る擁壁の型枠躯体、該擁壁の型枠躯体に壁厚を変える壁板材を用いて、擁壁の壁厚を下部から上部へ順次薄くして成る擁壁の外壁面に化粧材を貼って、板材の耐久性保護と意匠性に対応させることを特徴とする、請求項1~2のいずれかに記載の梯子状に固定した成型部材で造るコンクリート擁壁(請求項3)を提供する。 On the foundation form of the retaining wall according to claim 1, two wall plate materials having dovetail grooves on the plate surface of the plate material and a plurality of dowel holes on both side surfaces are arranged side by side at intervals. A ladder-shaped wall frame material, which is made by inserting multiple wall plate separators with dovetail processing on both ends into the dovetail groove of the wall plate material at equal intervals and fixing them in a ladder shape, the ladder-shaped wall frame material and dowels. The wall of the retaining wall is fixed by using wood to form a multi-tiered stack, and the wall of the retaining wall is made of the wall of the retaining wall and the retaining wall. 1 . Provided is a concrete retaining wall (claim 3) made of a molded member fixed in the shape of a ladder.

本発明の特筆すべき大きな効果を列挙する。
イ)鉄筋工事や型枠工事を必要としない。
ロ)施工性の良さは高度な技術を必要としない。
ハ)コンクリート量が大幅に削減できる。
二)コンクリート荷重を大幅に削減できる。
ホ)建設コストを大幅に削減できる。
へ)建設の工期を大幅に短縮できる。
The significant effects of the present invention are listed.
B) Reinforcing bar work and formwork work are not required.
B) Good workability does not require advanced technology.
C) The amount of concrete can be significantly reduced.
2) The concrete load can be significantly reduced.
E) Construction costs can be significantly reduced.
F) The construction period can be shortened significantly.

以上で説明したように、請求項1に係る発明によれば、床付き面の基礎砕石上に均しコンクリートを打設して成る擁壁基礎基盤、該擁壁基礎基盤の上に、板材の板面に蟻溝を設けて両側面に凹加工して成る床盤板材を、間隔を開けて2枚を並置して、床盤板材の蟻溝に両端に蟻ホゾ加工した複数の床盤板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の床盤型枠材、該梯子状の床盤型枠材、板材の板面に蟻溝を設けて両側面に凸加工した連結板材とハンチ幅を短くした前記連結板材を用いて、交互に連結固定して成る床盤型枠、該床盤型枠の上に、ハンチ巾の梯子状の床盤型枠材に、前記連結板材と壁厚を短くした連結板材を用いて交互に連結固定してハンチを成して、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材をダボ木を用いて、両小口を塞いで成る擁壁の基礎型枠、該擁壁の基礎型枠の上に、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材を、間隔を開けて2枚を並置して、壁板材の蟻溝に、両端に蟻ホゾ加工した複数の壁板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁型枠材、該梯子状の壁型枠材とダボ木を用いて組積組固定した、擁壁の壁と控え壁で成る擁壁の型枠躯体、該擁壁の型枠躯体に複数の水抜きパイプを設けて、コンクリートを打設して成る擁壁躯体、該擁壁躯体のハンチの上に透水層を設けて、盛土で埋め戻してコンクリート擁壁を構築することで、国産木材の大量消費が可能になり疲弊する山村林業を活性化できる大きな効果が得られる。 As described above, according to the invention of claim 1, a foundation wall foundation formed by placing leveling concrete on the foundation crushed stone of the floored surface, and a plate material on the foundation wall foundation. Multiple floorboards with dovetail grooves on both sides of the dovetail groove on the board surface, with two floorboards placed side by side at intervals. A ladder-shaped floorboard frame material made by inserting separators at equal intervals and fixing them in a ladder shape, and the ladder-shaped floorboard type frame material is provided with dovetail grooves on the plate surface of the plate material and convex on both sides. A floorboard frame made by alternately connecting and fixing using the connecting plate material and the connecting plate material having a shortened haunch width, and on the floorboard type frame, a ladder-shaped floorboard type frame material having a haunch width. The connecting plate material and the connecting plate material having a shortened wall thickness are alternately connected and fixed to form a haunch, and a wall plate material having dovetail grooves on the plate surface of the plate material and a plurality of dowel holes on both side surfaces is used as a dowel . A foundation frame of a retaining wall that closes both edges using wood, and a wall with dovetail grooves on the plate surface of the plate material and multiple dowel holes on both sides on the foundation template of the retaining wall. A ladder-shaped wall made by arranging two plates side by side at intervals, inserting multiple wall plate separators with dovetail processing on both ends evenly into the dovetail groove of the wall plate material, and fixing them in a ladder shape. A frame material, a frame frame of a retaining wall consisting of a wall of a retaining wall and a retaining wall, which is fixed in a stack using the ladder-shaped wall frame material and a dowel tree, and a plurality of frame frames of the retaining wall. A drainage pipe is provided, a retaining wall skeleton made by placing concrete, a water-permeable layer is provided on the haunch of the retaining wall skeleton, and the concrete retaining wall is constructed by backfilling with embankment. A great effect can be obtained that enables mass consumption and activates the exhausted mountain village forestry industry.

請求項2に係る発明によれば、請求項1記載の擁壁の基礎型枠の上に、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材を、間隔を開けて2枚を並置して、壁板材の蟻溝に、両端に蟻ホゾ加工した複数の壁板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁型枠材、該梯子状の壁型枠材とダボ木を用いて複数段組積組固定した、擁壁の壁と控え壁で成る擁壁の型枠躯体、該擁壁の型枠躯体に壁厚を変える壁板材を用いて、擁壁の壁厚を下部から上部へ順次薄くして、控え壁を下部から上部へ順次長くすることで、コンクリート擁壁の強度に対応させることで、強度の高い各種コンクリート擁壁が容易に造れる大きな効果が得られる。 According to the invention of claim 2, on the foundation form of the retaining wall according to claim 1, wall plate materials having dovetail grooves on the plate surface of the plate material and a plurality of dowel holes on both side surfaces are spaced apart from each other. A ladder-shaped wall frame material that is made by inserting multiple wall plate separators with ant-hozo processing on both ends at equal intervals into the dovetail groove of the wall plate material and fixing them in a ladder shape. The wall thickness is changed to a retaining wall frame skeleton consisting of a retaining wall wall and a retaining wall, which is fixed in a multi-tiered stack using the ladder-shaped wall frame material and dowel wood. By using wallboard materials, the wall thickness of the retaining wall is gradually reduced from the bottom to the top, and the retaining wall is gradually lengthened from the bottom to the top to correspond to the strength of the concrete retaining wall, and various high-strength concrete. A great effect is obtained that the retaining wall can be easily constructed.

請求項3に係る発明によれば、請求項1記載の擁壁の基礎型枠の上に、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材を、間隔を開けて2枚を並置して、壁板材の蟻溝に、両端に蟻ホゾ加工した複数の壁板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁型枠材、該梯子状の壁型枠材とダボ木を用いて複数段組積組固定した、擁壁の壁と控え壁で成る擁壁の型枠躯体、該擁壁の型枠躯体に壁厚を変える壁板材を用いて、擁壁の壁厚を下部から上部へ順次薄くして成る擁壁の外壁面に化粧材を貼って、板材の耐久性保護と意匠性に対応させることで、環境に合わせた美しい各種コンクリート擁壁が容易に造れる大きな効果が得られる。 According to the invention of claim 3, on the basic form of the retaining wall according to claim 1, wall plate materials having dovetail grooves on the plate surface of the plate material and a plurality of dowel holes on both side surfaces are spaced apart from each other. A ladder-shaped wall frame material, which is made by inserting two wall plate separators with dovetail processing on both ends at equal intervals into the dovetail groove of the wall plate material and fixing them in a ladder shape. The wall thickness is changed to the frame skeleton of the retaining wall consisting of the wall of the retaining wall and the retaining wall, which is fixed in a multi-tiered stack using the ladder-shaped wall frame material and the dowel tree, and the frame skeleton of the retaining wall. By using a wall board material and applying decorative material to the outer wall surface of the holding wall, which is made by gradually thinning the wall thickness of the holding wall from the bottom to the top, the durability of the board material is protected and the design is adapted to suit the environment. A great effect can be obtained in which various beautiful concrete retaining walls can be easily constructed.

以下に、本発明の実施形態は添付図面を参照しつつ詳細に説明する。 Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

図1は、本発明に係る梯子状に固定した成型部材で造るコンクリート擁壁の断面図。図2は、コンクリート擁壁の平面図。図3は、図2の断面図。図4は、擁壁の壁厚を変えて高い擁壁を造る断面図。図5は、梯子状の床盤型枠材の鳥観図。図6は、連結板材の鳥観図。図7は、梯子状の壁型枠材の鳥観図。図8は、壁板材の鳥観図。図9は、図4のC部の拡大図。図10は、図1のA部の断面図。図11は、図1のB部の断面図。図12は、図5のD部の拡大図。図13は、図6のE部の拡大図。図14は、図7のF部の拡大図。図15は、図8のG部の拡大図である。 FIG. 1 is a cross-sectional view of a concrete retaining wall made of a molded member fixed in a ladder shape according to the present invention. FIG. 2 is a plan view of a concrete retaining wall. FIG. 3 is a cross-sectional view of FIG. Figure 4 is a cross-sectional view of a tall retaining wall by changing the wall thickness of the retaining wall. Figure 5 is a bird's-eye view of a ladder-shaped floor formwork. Figure 6 is a bird's-eye view of the connecting plate material. Figure 7 is a bird's-eye view of a ladder-shaped wall formwork. Figure 8 is a bird's-eye view of the wallboard material . Figure 9 is an enlarged view of part C in Figure 4. FIG. 10 is a cross-sectional view of part A in FIG. FIG. 11 is a cross-sectional view of part B in FIG. FIG. 12 is an enlarged view of part D in FIG. FIG. 13 is an enlarged view of part E in FIG. FIG. 14 is an enlarged view of part F in FIG. FIG. 15 is an enlarged view of the G portion of FIG.

本発明の実施形態を図面で説明すれば、図1は、床付き面の基礎砕石1上に均しコンクリート2を打設して成る擁壁基礎基盤A、該擁壁基礎基盤Aの上に、板材3の板面に蟻溝4を設けて両側面に凹加工して成る床盤板材5を、間隔を開けて2枚を並置して、床盤板材5の蟻溝4に、両端に蟻ホゾ加工した複数の床盤板セパ6を均等間隔に差し込み、梯子状に組固定して成る梯子状の床盤型枠材7、該梯子状の床盤型枠材7とハンチ8幅を短くした板材3の板面に蟻溝4を設けて両側面に凸加工した連結板材9を、交互に連結固定して成る床盤型枠10、該床盤型枠10の上に、前記、ハンチ8巾の梯子状の床盤型枠材7と壁厚を短くした連結板材9を交互に連結固定して、板材3の板面に蟻溝4を設けて両側面に複数のダボ穴11を設けた壁板材12を用いて、両小口を塞いで成る擁壁の基礎型枠13、該擁壁の基礎型枠13の上に、板材3の板面に蟻溝を設けて両側面に複数のダボ穴11を設けた壁板材12を、間隔を開けて2枚を並置して、壁板材12の蟻溝4に、両端に蟻ホゾ加工した複数の壁板セパ14を均等間隔に差し込み、梯子状に組固定して成る梯子状の壁型枠材15、該梯子状の壁型枠材15とダボ木16を用いて組積組固定した、擁壁の壁Bと控え壁Cで成る擁壁の型枠躯体D、該擁壁の型枠躯体Dに複数の水抜きパイプ17を設けて、コンクリート18を打設して成る擁壁躯体E、該擁壁躯体Eのハンチ8の上に透水層19を設けて、盛土20で埋め戻して構築するコンクリート擁壁Fを示した本発明に係る梯子状に固定した成型部材で造るコンクリート擁壁の断面図である。 Explaining an embodiment of the present invention with drawings, FIG. 1 shows a retaining wall foundation base A formed by placing leveling concrete 2 on a foundation crushed stone 1 of a floored surface, and on the retaining wall foundation foundation A. , The floor board material 5 formed by providing dovetail grooves 4 on the plate surface of the plate material 3 and concavely processing on both side surfaces is arranged side by side at intervals, and the dovetail grooves 4 of the floor board material 5 are placed on both ends. A ladder-shaped floor board frame material 7 formed by inserting a plurality of ant-hozo-processed floor board separators 6 at equal intervals and fixing them in a ladder shape, the ladder-shaped floor board frame material 7 and a haunch 8 width. A floor board frame 10 formed by alternately connecting and fixing connecting plate materials 9 having dovetail grooves 4 provided on the plate surface of the shortened plate material 3 and convex on both side surfaces, and the above-mentioned, on the floor board mold 10. A ladder-shaped floor frame material 7 with a width of 8 haunches and a connecting plate material 9 with a shortened wall thickness are alternately connected and fixed, and dovetail grooves 4 are provided on the plate surface of the plate material 3 to provide multiple dowel holes 11 on both sides. A dovetail groove is provided on the plate surface of the plate material 3 on both sides of the foundation frame 13 of the retaining wall formed by closing both edges and the foundation mold 13 of the retaining wall. Two wall plate materials 12 having a plurality of dowel holes 11 are arranged side by side at intervals, and a plurality of wall plate separators 14 having dovetail-processed ends are inserted evenly into the dovetail grooves 4 of the wall plate material 12. , A ladder-shaped wall frame material 15 that is assembled and fixed in a ladder shape, and a retaining wall wall B and a retaining wall C that are assembled and fixed using the ladder-shaped wall frame material 15 and a dowel tree 16. A retaining wall skeleton D made of a retaining wall, a retaining wall skeleton E made by providing a plurality of drainage pipes 17 on the retaining wall mold skeleton D and placing concrete 18 on the retaining wall, and a haunch 8 of the retaining wall skeleton E. It is sectional drawing of the concrete retaining wall made by the molded member fixed in the ladder shape which concerns on this invention which showed the concrete retaining wall F constructed by providing the water permeable layer 19 on the floor and backfilling with the embankment 20.

図2は、コンクリート擁壁の平面図である。 FIG. 2 is a plan view of a concrete retaining wall.

図3は、図2の断面図である。 FIG. 3 is a cross-sectional view of FIG.

図4は、擁壁の壁厚を変えて高い擁壁を造る断面図である。 FIG. 4 is a cross-sectional view for constructing a high retaining wall by changing the wall thickness of the retaining wall.

図5は、梯子状の床盤型枠材の鳥観図である。 FIG. 5 is a bird's-eye view of a ladder-shaped floor formwork.

図6は、連結板材の鳥観図である。 FIG. 6 is a bird's-eye view of the connecting plate material.

図7は、梯子状の壁型枠材の鳥観図である。 FIG. 7 is a bird's-eye view of a ladder-shaped wall formwork.

図8は、壁板材の鳥観図である。 FIG. 8 is a bird's-eye view of the wallboard material.

図9は、図4のC部の拡大図である。 FIG. 9 is an enlarged view of part C in FIG.

図10は、図1のA部の断面図である。 FIG. 10 is a cross-sectional view of part A in FIG.

図11は、図1のB部の断面図である。 FIG. 11 is a cross-sectional view of a portion B of FIG.

図12は、図5のD部の拡大図である。 FIG. 12 is an enlarged view of part D in FIG.

図13は、図6のE部の拡大図である。 FIG. 13 is an enlarged view of part E in FIG.

図14は、図7のF部の拡大図である。 FIG. 14 is an enlarged view of the F portion of FIG. 7.

図15は、図8のG部の拡大図である。 FIG. 15 is an enlarged view of the G portion of FIG.

以上、図面について説明したが、本発明は、従来の鉄筋コンクリートで造る擁壁の欠点が改善できるとともに高度な技能を必要とすることなく、多種多様な無筋コンクリート擁壁が、多能工でも容易に且つ安価に構築できることを目的としたものである。 Although the drawings have been described above, the present invention can improve the drawbacks of the conventional retaining wall made of reinforced concrete, and can easily make a wide variety of unreinforced concrete retaining walls even by multi-skilled workers without requiring advanced skills. The purpose is to be able to construct it inexpensively.

また、本発明で使用する板材やセパ材は我が国の木材を使用することから、全国市町村の疲弊する山村林業の活性化に貢献ができる。 In addition, since the board and sepa materials used in the present invention are made from Japanese wood, it can contribute to the revitalization of the exhausted mountain village forestry of municipalities nationwide.

凡例Usage Guide

梯子状の床盤型枠材7の凡例:50mm×150mm×4,000mmの板材3の板面に蟻溝4を設けて両側面に12mm×12mmの凹加工した床盤板材5を、200mmの間隔を開けて2枚を並置して、床盤板材5の蟻溝4に、両端に蟻ホゾ加工した8個の50mm×50mm×200mmの床盤板セパ6を500mm間隔に差し込み、梯子状に組固定して成る図5に示す梯子状の床盤型枠材7。 Legend of ladder-shaped floor board type frame material 7: Floor board material 5 with dovetail grooves 4 provided on the plate surface of a plate material 3 of 50 mm × 150 mm × 4,000 mm and recessed 12 mm × 12 mm on both sides at intervals of 200 mm. 2 sheets are placed side by side, and 8 50 mm x 50 mm x 200 mm floor board separators 6 with dovetail processing on both ends are inserted into the dovetail groove 4 of the floor board material 5 at intervals of 500 mm and assembled in a ladder shape. Ladder-shaped floor frame material 7 shown in Fig. 5 which is fixed.

梯子状の壁型枠材15の凡例:50mm×150mm×4,000mmの板材3の板面に、蟻溝4を設けて両側面に10mmφのダボ穴11を設けた壁板材12を200mmの間隔を開けて並置して、2枚の壁板材12の蟻溝4に、両端に蟻ホゾ加工した8個の50mm×50mm×200mmの壁板セパ14を500mm間隔に差し込み、梯子状に組固定して成る梯子状の壁型枠材15. Legend of ladder-shaped wall frame material 15: Wall plate material 12 with dowel holes 11 of 10 mmφ on both sides with dowel grooves 4 provided on the plate surface of plate material 3 of 50 mm × 150 mm × 4,000 mm at intervals of 200 mm. Open and place them side by side, insert eight 50 mm x 50 mm x 200 mm wall plate separators 14 with dowel tenons on both ends into the dowel grooves 4 of the two wallboard materials 12 at intervals of 500 mm, and fix them in a ladder shape. Ladder-shaped wall frame material consisting of 15.

連結板材9の凡例:50mm×150mm×4,000mmの板材3の板面に蟻溝4を設けて両側面に12mm×12mmの凸加工した連結板材9。 Legend of connecting plate material 9: A connecting plate material 9 having a dovetail groove 4 provided on the plate surface of a plate material 3 having a size of 50 mm × 150 mm × 4,000 mm and convex processing of 12 mm × 12 mm on both side surfaces.

梯子状の壁厚変更壁型枠材22の凡例:50mm×150mm×4,000mmの板材3の板面に、蟻溝4を設けて両側面に10mmφのダボ穴11を設けた壁板材12と100mm×150mm×4,000mmの板材3の板面に、蟻溝4を設けて両側面に10mmφのダボ穴11を設けた壁厚を変える壁板材21を壁厚変更寸法の間隔を開けて並置して、両端に蟻ホゾ加工した8個の50mm×50mm×壁厚変更寸法の壁板セパ14を500mm間隔に差し込み、梯子状に組固定して成る梯子状の壁厚変更壁型枠材22。 Ladder-shaped wall thickness change Wall type frame material 22 Legend: Wall plate materials 12 and 100 mm with dovetail grooves 4 and 10 mmφ dowel holes 11 on both sides of the plate surface of the plate material 3 of 50 mm × 150 mm × 4,000 mm. Wall plate materials 21 that change the wall thickness are arranged side by side with dovetail grooves 4 provided on the plate surface of the plate material 3 of × 150 mm × 4,000 mm and 10 mmφ dowel holes 11 provided on both sides. , Eight 50 mm x 50 mm x wall thickness changeable wall board separators 14 with mortise and tenon processing on both ends are inserted at intervals of 500 mm, and the ladder-shaped wall thickness change wall type frame material 22 is assembled and fixed in a ladder shape.

「擁壁構築の実施例」
図1を参照に、床付けをした床付き面の上に、砕石を敷き詰めた基礎砕石1の上に、均しコンクリート2を打設して、水平に均した擁壁基礎基盤Aの上に、梯子状の床盤型枠材7と連結板材9を連結して床盤型枠10を成し、その上にハンチ8巾の梯子状の床盤型枠材7と壁厚を短くした連結板材9を交互に連結固定して、コンクリート注入開口26を設けて成る擁壁の型枠躯体D、該擁壁の型枠躯体Dの上に、梯子状の壁型枠材15をダボ木16を用いて組積組固定して擁壁の壁Bと控え壁Cを構築する。擁壁の壁Bの上部に型枠組をして、擁壁の壁Bに複数の水抜きパイプ17を設けて擁壁の型枠躯体Dを成して、擁壁の型枠躯体D内にコンクリート18を打設した擁壁躯体Eのハンチ8の上に透水層19を設けて、盛土20で埋め戻してコンクリート擁壁Fを構築する。
"Example of retaining wall construction"
With reference to FIG. 1, leveling concrete 2 is placed on the foundation crushed stone 1 covered with crushed stone on the floored surface, and the leveled concrete 2 is placed on the horizontally leveled retaining wall foundation foundation A. , The ladder-shaped floor frame material 7 and the connecting plate material 9 are connected to form the floor board frame 10, and the haunch 8 width ladder-shaped floor frame material 7 and the connecting with a shortened wall thickness are connected on the floor frame. Plates 9 are alternately connected and fixed, and a ladder-shaped wall frame 15 is placed on the frame D of the retaining wall provided with the concrete injection opening 26, and the ladder-shaped wall frame D is placed on the frame D of the retaining wall. To construct the wall B and the retaining wall C of the retaining wall by fixing the structure using. A form frame is formed on the upper part of the wall B of the retaining wall, and a plurality of drain pipes 17 are provided on the wall B of the retaining wall to form the form frame frame D of the retaining wall, and the inside of the form frame frame D of the retaining wall is formed. A water permeable layer 19 is provided on the haunch 8 of the retaining wall skeleton E in which the concrete 18 is placed, and the retaining wall F is constructed by backfilling with the embankment 20.

「高さの高い擁壁構築の実施例」
図4を参照に、床付けをした床付き面の上に、砕石を敷き詰めた基礎砕石1の上に、均しコンクリート2を打設して、水平に均した擁壁基礎基盤Aの上に、梯子状の床盤型枠材7と連結板材9を連結して床盤型枠10を成し、その上にハンチ8巾の梯子状の床盤型枠材7と壁厚を短くした連結板材9を交互に連結固定して、コンクリート注入開口26を設けて成る擁壁の型枠躯体D、該擁壁の型枠躯体Dの上に、梯子状の壁型枠材15をダボ木16を用いて組積組固定して成る壁厚は、下部の壁厚は250mm・中部の壁厚は200mm・上部の壁厚は150mmとして、その接続は図9に示した梯子状の壁厚変更壁型枠材を設けて壁厚を変更する。控え壁Cの壁厚は、下部の壁厚は200mm・中部の壁厚は200mm・上部の壁厚は150mmとして、控え壁Cの奥行幅は、下部は2,000mm・中部は2,500mm・上部は3,000mmとして、上部の奥行幅を長くして擁壁に強度を持たせた構造とした擁壁の壁Bと控え壁Cを構築する。擁壁の壁Bの上部に型枠組をして、擁壁の壁Bに複数の水抜きパイプ17を設けて擁壁の型枠躯体Dを成して、擁壁の型枠躯体D内にコンクリート18を打設した擁壁躯体Eのハンチ8の上に透水層19を設けて、盛土20で埋め戻してコンクリート擁壁Fを構築する。
"Example of high retaining wall construction"
With reference to FIG. 4, on the floored surface with flooring, on the foundation crushed stone 1 with crushed stones, the leveling concrete 2 was placed and on the horizontally leveled retaining wall foundation foundation A. , The ladder-shaped floor frame material 7 and the connecting plate material 9 are connected to form the floor board frame 10, and the haunch 8 width ladder-shaped floor frame material 7 and the connecting with a shortened wall thickness are connected on the floor frame. Plates 9 are alternately connected and fixed, and a ladder-shaped wall frame 15 is placed on the frame D of the retaining wall provided with the concrete injection opening 26, and the ladder-shaped wall frame D is placed on the frame D of the retaining wall. The wall thickness is 250 mm for the lower wall, 200 mm for the middle wall, and 150 mm for the upper wall, and the connection is changed to the ladder-shaped wall thickness shown in Fig. 9. A wall frame material is provided to change the wall thickness. The wall thickness of the buttress C is 200 mm at the bottom, 200 mm at the middle, and 150 mm at the top, and the depth width of the buttress C is 2,000 mm at the bottom, 2,500 mm at the middle, and 2,500 mm at the top. Retaining wall wall B and buttress C will be constructed with a structure of 3,000 mm and a structure in which the depth width of the upper part is lengthened to give strength to the retaining wall. A form frame is formed on the upper part of the wall B of the retaining wall, and a plurality of drain pipes 17 are provided on the wall B of the retaining wall to form the form frame frame D of the retaining wall, and the inside of the form frame frame D of the retaining wall is formed. A water permeable layer 19 is provided on the haunch 8 of the retaining wall skeleton E in which the concrete 18 is placed, and the retaining wall F is constructed by backfilling with the embankment 20.

「擁壁に外装材を貼る実施例」
実施例1・2に記載のコンクリート擁壁の化粧面に、木材の腐食や美観を整えるために、多種多様な化粧材を貼って成るコンクリート擁壁Fを構築する。
"Example of attaching an exterior material to a retaining wall"
A concrete retaining wall F made by pasting a wide variety of decorative materials on the decorative surface of the concrete retaining wall described in Examples 1 and 2 is constructed in order to adjust the corrosion and aesthetics of the wood.

なお、この発明において、凡例や実施例に示した寸法は、一例を示したものであり、他の寸法に置き換えることは可能である。例えば、板材の長さや板厚、さらに板セパの寸法は強度によって自由に設定できる。また、梯子状に固定した成型部材の大きさも自由に設定ができる。さらに、木材に代わる材料など強度が得られるものであれば発明を支障なく実施することができる。 In the present invention, the dimensions shown in the legend and the examples are shown as an example, and can be replaced with other dimensions. For example, the length and thickness of the plate material and the dimensions of the plate separator can be freely set according to the strength. In addition, the size of the molded member fixed in a ladder shape can be freely set. Further, the invention can be carried out without any trouble as long as it can obtain strength such as a material that replaces wood.

現在、脱炭素社会時代が到来するなかで、鉱石を溶かして鉄筋を造り使う、鉄筋コンクリート構造の改革は急務である。他方、国産木材が大量に消費ができるCLTを推進する国家プロジェクトが始動しているが、CLTを消費する市場や環境を整えるには長い年月が必要である。さらに、伐採適齢期を迎えている戦後に植栽された杉や檜の植樹林は、外国産木材によって間伐放棄・森林放棄されて、国産木材の価値は下がり利用されていないのが現状である。しかしながら、国土の63%を占めている森林の木材は植栽と植樹を繰り返すことで、尽きることのない我が国の大切な宝の資源であり、国産木材を消費拡大することは行政の重要課題であるとともに、地方創成の要であることは周知の通りである。
本発明の梯子状の成型部材で造るコンクリート擁壁の、成型部材は国産木材を主材としたもので、成型部材で造るコンクリート擁壁が普及することによって、疲弊する山村林業の活性化に貢献できる。さらに、本発明によって、地震・津浪・火災・水害・台風等々の自然災害に耐える、コンクリート擁壁が安価且つ容易に造れることから我が国の防災化に大きく貢献できる。
Now, with the advent of a carbon-free society, there is an urgent need to reform the reinforced concrete structure by melting ore to make and use reinforcing bars. On the other hand, a national project to promote CLT that can consume a large amount of domestic timber has started, but it will take many years to prepare the market and environment for consuming CLT. Furthermore, the cedar and cypress trees planted after the war, which have reached the appropriate age for logging, have been abandoned and abandoned by foreign timber, and the value of domestic timber has declined and is not being used. .. However, the timber of the forest, which occupies 63% of the national land, is an inexhaustible treasure resource of Japan by repeating planting and planting, and expanding the consumption of domestic timber is an important issue for the government. At the same time, it is well known that it is the cornerstone of regional creation.
The concrete retaining wall made of the ladder-shaped molded member of the present invention is mainly made of domestic wood, and the widespread use of the concrete retaining wall made of the molded member contributes to the activation of the exhausted mountain village forestry. can. Furthermore, according to the present invention, a concrete retaining wall that can withstand natural disasters such as earthquakes, tsunamis, fires, floods, and typhoons can be easily and inexpensively constructed, which can greatly contribute to disaster prevention in Japan.

本発明に係る梯子状に固定した成型部材で造るコンクリート擁壁の断面図。FIG. 3 is a cross-sectional view of a concrete retaining wall made of a molded member fixed in a ladder shape according to the present invention. コンクリート擁壁の平面図。Floor plan of concrete retaining wall. 図2の断面図。Sectional view of FIG. 擁壁の壁厚を変えて高い擁壁を造る断面図。A cross-sectional view to create a high retaining wall by changing the wall thickness of the retaining wall. 梯子状の床盤型枠材の鳥観図。A bird's-eye view of a ladder-shaped floor formwork. 連結板材の鳥観図。Bird's-eye view of connecting board material. 梯子状の壁型枠材の鳥観図。A bird's-eye view of a ladder-shaped wall formwork. 壁板材の鳥観図 Bird's-eye view of wallboard material . 図4のC部の拡大図。Enlarged view of part C in Fig. 4. 図1のA部の断面図。Section A sectional view of FIG. 図1のB部の断面図。Section B sectional view of FIG. 図5のD部の拡大図。Enlarged view of part D in FIG. 図6のE部の拡大図。Enlarged view of part E in Fig. 6. 図7のF部の拡大図。Enlarged view of part F in Fig. 7. 図8のG部の拡大図である。It is an enlarged view of the G part of FIG.

1. 基礎砕石
2. 均しコンクリート
3. 板材
4. 蟻溝
5. 床盤板材
6. 床盤板セパ
7. 梯子状の床盤型枠材
8. ハンチ
9. 連結板材
10. 床盤型枠
11. ダボ穴
12. 壁板材
13. 擁壁の基礎型枠
14. 壁板セパ
15. 梯子状の壁型枠材
16. ダボ木
17. 水抜きパイプ
18. コンクリート
19. 透水層
20. 壁厚を短くした連結板材
21. 壁厚を変える壁板材
22. 梯子状の壁厚変更壁型枠材
23. 擁壁
24. 化粧材
25. 盛土
26. コンクリート注入開口
A、擁壁基礎基盤
B、擁壁の壁
C、控え壁
D、擁壁の型枠躯体
E、擁壁躯体
F、コンクリート擁壁
G、下部の擁壁の型枠躯体
H、上部の擁壁の型枠躯体
1. Foundation crushed stone
2. Leveled concrete
3. Board material
4. Dovetail groove
5. Floor board material
6. Floor board separation
7. Ladder-shaped floor formwork
8. Haunch
9. Connecting plate material
10. Floor formwork
11. Dowel hole
12. Wallboard material
13. Retaining wall foundation formwork
14. Wallboard Sepa
15. Ladder-shaped wall formwork
16. Dowel wood
17. Drain pipe
18. Concrete
19. Permeable layer
20. Connecting plate material with shortened wall thickness
21. Wall board material that changes the wall thickness
22. Ladder-shaped wall thickness change wall formwork material
23. Retaining wall
24. Cosmetic materials
25. Embankment
26. Concrete injection opening
A, Retaining wall foundation
B, retaining wall wall
C, buttress
D, formwork frame of retaining wall
E, retaining wall skeleton
F, concrete retaining wall
G, formwork frame of the lower retaining wall
H, formwork frame of the upper retaining wall

Claims (3)

床付き面の基礎砕石上に均しコンクリートを打設して成る擁壁基礎基盤、該擁壁基礎基盤の上に、板材の板面に蟻溝を設けて両側面に凹加工して成る床盤板材を、間隔を開けて2枚を並置して、床盤板材の蟻溝に両端に蟻ホゾ加工した複数の床盤板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の床盤型枠材、該梯子状の床盤型枠材、板材の板面に蟻溝を設けて両側面に凸加工した連結板材とハンチ幅を短くした前記連結板材を用いて、交互に連結固定して成る床盤型枠、該床盤型枠の上に、ハンチ巾の梯子状の床盤型枠材に、前記連結板材と壁厚を短くした連結板材を用いて交互に連結固定してハンチを成して、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材をダボ木を用いて、両小口を塞いで成る擁壁の基礎型枠、該擁壁の基礎型枠の上に、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材を、間隔を開けて2枚を並置して、壁板材の蟻溝に、両端に蟻ホゾ加工した複数の壁板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁型枠材、該梯子状の壁型枠材とダボ木を用いて組積組固定した、擁壁の壁と控え壁で成る擁壁の型枠躯体、該擁壁の型枠躯体に複数の水抜きパイプを設けて、コンクリートを打設して成る擁壁躯体、該擁壁躯体のハンチの上に透水層を設けて、盛土で埋め戻してコンクリート擁壁を構築することを特徴とする梯子状に固定した成型部材で造るコンクリート擁壁。 Foundation of a floored surface A retaining wall foundation made by placing leveling concrete on crushed stone, a floor made of a dovetail groove on the plate surface of a plate material and concave on both sides on the retaining wall foundation. Two floorboard materials are placed side by side at intervals, and multiple floorboard separators with dovetail processing on both ends are inserted at equal intervals into the dovetail grooves of the floorboard material, and the floorboard material is assembled and fixed in a ladder shape. The floorboard type frame material of the above, the ladder-shaped floorboard type frame material , the connecting plate material in which dovetail grooves are provided on the plate surface of the plate material and convex on both side surfaces, and the connecting plate material having a shortened haunch width are used alternately. A flooring frame made by connecting and fixing to, and on the flooring frame, a ladder-shaped flooring frame material having a haunch width is alternately connected using the connecting plate material and a connecting plate material having a shortened wall thickness. A basic form of a retaining wall made by fixing and forming a haunch , providing dovetail grooves on the plate surface of the plate material, and using dowel wood to close both edges of the wall plate material with multiple dowel holes on both sides. On the foundation form of the retaining wall, wall plate materials having dovetail grooves on the plate surface of the plate material and multiple dowel holes on both sides are placed side by side at intervals to form the wall plate material. A ladder-shaped wall frame material, which is made by inserting multiple wall plate separators with dovetail processing on both ends at equal intervals into the dovetail groove and fixing them in a ladder shape, using the ladder-shaped wall frame material and dowel wood. The frame skeleton of the retaining wall consisting of the wall of the retaining wall and the retaining wall, which was fixed in a stacking structure, and the skeleton of the retaining wall made by providing multiple drainage pipes on the frame skeleton of the retaining wall and casting concrete. , A concrete retaining wall made of a molded member fixed in a ladder shape, characterized in that a water permeable layer is provided on the haunch of the retaining wall frame and backfilled with a filling to construct a concrete retaining wall. 請求項1記載の擁壁の基礎型枠の上に、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材を、間隔を開けて2枚を並置して、壁板材の蟻溝に、両端に蟻ホゾ加工した複数の壁板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁型枠材、該梯子状の壁型枠材とダボ木を用いて複数段組積組固定した、擁壁の壁と控え壁で成る擁壁の型枠躯体、該擁壁の型枠躯体に壁厚を変える壁板材を用いて、擁壁の壁厚を下部から上部へ順次薄くして、控え壁を下部から上部へ順次長くすることで、コンクリート擁壁の強度に対応させることを特徴とする梯子状に固定した成型部材で造るコンクリート擁壁。 On the foundation form of the retaining wall according to claim 1, two wall plate materials having dovetail grooves on the plate surface of the plate material and a plurality of dowel holes on both side surfaces are arranged side by side at intervals. A ladder-shaped wall frame material, which is made by inserting multiple wall plate separators with dovetail processing on both ends into the dovetail groove of the wall plate material at equal intervals and fixing them in a ladder shape, the ladder-shaped wall frame material and the dowel. The wall of the retaining wall is fixed by using wood to form a multi-tiered stack, and the frame of the retaining wall is composed of the wall of the retaining wall and the retaining wall. A concrete retaining wall made of molded members fixed in a ladder shape, which is characterized by gradually reducing the thickness from the bottom to the top and gradually lengthening the retaining wall from the bottom to the top to correspond to the strength of the concrete retaining wall. 請求項1記載の擁壁の基礎型枠の上に、板材の板面に蟻溝を設けて両側面に複数のダボ穴を設けた壁板材を、間隔を開けて2枚を並置して、壁板材の蟻溝に、両端に蟻ホゾ加工した複数の壁板セパを均等間隔に差し込み、梯子状に組固定して成る梯子状の壁型枠材、該梯子状の壁型枠材とダボ木を用いて複数段組積組固定した、擁壁の壁と控え壁で成る擁壁の型枠躯体、該擁壁の型枠躯体に壁厚を変える壁板材を用いて、擁壁の壁厚を下部から上部へ順次薄くして成る擁壁の外壁面に化粧材を貼って、板材の耐久性保護と意匠性に対応させることを特徴とする、請求項1~2のいずれかに記載の梯子状に固定した成型部材で造るコンクリート擁壁。 On the foundation form of the retaining wall according to claim 1, two wall plate materials having dovetail grooves on the plate surface of the plate material and a plurality of dowel holes on both side surfaces are arranged side by side at intervals. A ladder-shaped wall frame material, which is made by inserting multiple wall plate separators with dovetail processing on both ends into the dovetail groove of the wall plate material at equal intervals and fixing them in a ladder shape, the ladder-shaped wall frame material and dowels. The wall of the retaining wall is fixed by using wood to form a multi-tiered stack, and the wall of the retaining wall is made of the wall of the retaining wall and the retaining wall. 1 . A concrete retaining wall made of molded members fixed in the shape of a ladder.
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JP7417173B1 (en) 2023-08-04 2024-01-18 美藤 雅康 A construction method in which a building assembly made of molded parts is joined with concrete.

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JP2017008578A (en) 2015-06-22 2017-01-12 株式会社タイガーマシン製作所 Form panel and concrete construction method
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JP6688960B1 (en) 2019-03-01 2020-04-28 美藤 雅康 A concrete structure made of molded members that are fixed like a ladder.

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JP2014009473A (en) 2012-06-28 2014-01-20 Kcon Kk Retaining wall block
JP3189413U (en) 2013-12-26 2014-03-13 株式会社コシイプレザービング Residual formwork
JP2017008578A (en) 2015-06-22 2017-01-12 株式会社タイガーマシン製作所 Form panel and concrete construction method
JP2019210743A (en) 2018-06-07 2019-12-12 株式会社竹中工務店 Retaining wall structure
JP6688960B1 (en) 2019-03-01 2020-04-28 美藤 雅康 A concrete structure made of molded members that are fixed like a ladder.

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7417173B1 (en) 2023-08-04 2024-01-18 美藤 雅康 A construction method in which a building assembly made of molded parts is joined with concrete.

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