JP2008150820A5 - - Google Patents

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JP2008150820A5
JP2008150820A5 JP2006338250A JP2006338250A JP2008150820A5 JP 2008150820 A5 JP2008150820 A5 JP 2008150820A5 JP 2006338250 A JP2006338250 A JP 2006338250A JP 2006338250 A JP2006338250 A JP 2006338250A JP 2008150820 A5 JP2008150820 A5 JP 2008150820A5
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Japan
Prior art keywords
fixing plate
plate portion
side wall
wall
base
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Pending
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JP2006338250A
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Japanese (ja)
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JP2008150820A (en
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Priority to JP2006338250A priority Critical patent/JP2008150820A/en
Priority claimed from JP2006338250A external-priority patent/JP2008150820A/en
Publication of JP2008150820A publication Critical patent/JP2008150820A/en
Publication of JP2008150820A5 publication Critical patent/JP2008150820A5/ja
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Claims (14)

基台部の表面部に固定されている底部固定板部と当該底部固定板部と接合され当該基台部の表面部に対して略直角に配置されている側壁固定板部と当該側壁固定板部の転倒防止のため当該底部固定板部と当該側壁固定板部との間に配置されている斜控え材部とで構成された壁支持構成体がコンクリートで構成された板状直方体構造部と一体化されている事を特徴とする壁コンクリート。 A bottom fixing plate portion fixed to the surface portion of the base portion, a side wall fixing plate portion joined to the bottom fixing plate portion and arranged substantially at right angles to the surface portion of the base portion, and the side wall fixing plate A plate-like rectangular parallelepiped structure part in which a wall support structure composed of a sloped-back material part arranged between the bottom fixing plate part and the side wall fixing plate part is made of concrete to prevent the part from overturning; Wall concrete characterized by being integrated. 水平線に対して垂直若しくは垂直に近い角度を有する擁壁部を持った基台部若しくは下方部に空間部が存在する基台部の端縁部に沿って形成されている壁コンクリートであって、当該壁コンクリートは、当該基台部の表面部に於ける当該端縁部に沿って固定的に配置されている底部固定板部と当該基台部の当該端縁部に沿って配置されており、当該底部固定板部と略直交する角度を形成して上方に延展され且つ当該底部固定板部に適宜の固定手段を介して接合固定されている側壁固定板部と、当該底部固定板部と当該側壁固定板部との間に形成される角度を所定の値に設定保持する為に当該底部固定板部と当該側壁固定板部との間に配置されている斜控え材部とから構成される壁支持構成体及び適宜の鉄筋が内在され、所定の厚み及び少なくとも当該基台部の表面部に於ける当該端縁部に沿って所定の長さと高さを持った側壁面を有するコンクリートからなる直方体構造部とから構成されており、且つ当該直方体構造部の当該端縁部に沿って配置される当該側壁部の少なくとも一部が当該側壁固定板部と密着接合されていると共に、当該直方体構造部の底部の少なくとも一部が当該底部固定板部と密着接合されている事を特徴とする壁コンクリート。   Wall concrete formed along the edge of the base part having a retaining wall part that has a vertical or near-perpendicular angle with respect to the horizontal line or the base part having a space part in the lower part, The wall concrete is disposed along the edge portion of the base portion and the bottom fixing plate portion that is fixedly disposed along the edge portion in the surface portion of the base portion. A side wall fixing plate portion that extends upward and forms an angle substantially orthogonal to the bottom fixing plate portion, and is bonded and fixed to the bottom fixing plate portion through appropriate fixing means, and the bottom fixing plate portion, In order to set and hold an angle formed between the side wall fixing plate portion and a predetermined value, the slant material portion is arranged between the bottom fixing plate portion and the side wall fixing plate portion. Wall support structure and appropriate reinforcing bars are contained, with a predetermined thickness and less And a rectangular parallelepiped structure portion having a side wall surface having a predetermined length and height along the edge portion of the surface portion of the base portion, and the rectangular parallelepiped structure portion. At least a part of the side wall part arranged along the edge part is tightly joined to the side wall fixing plate part, and at least a part of the bottom part of the rectangular parallelepiped structure part is tightly joined to the bottom part fixing plate part. Wall concrete characterized by being. 当該側壁固定板部及び当該底部固定板部は、金属或は合成樹脂若しくはそれらの複合体によりそれぞれ別体に形成されている事を特徴とする請求項1又は2に記載の壁コンクリート。   3. The wall concrete according to claim 1, wherein the side wall fixing plate portion and the bottom portion fixing plate portion are formed separately from each other by a metal, a synthetic resin, or a composite thereof. 当該底部固定板部は、当該基台部の表面部に当接し、当該表面部に固定される底部固定板本体部と当該底部固定板本体部に対して略直角に屈曲形成された側壁固定板部接合保持部とを有する事を特徴とする請求項1乃至3の何れかに記載の壁コンクリート。   The bottom part fixing plate part is in contact with the surface part of the base part and fixed to the surface part, and the side wall fixing plate formed to be bent at a substantially right angle with respect to the bottom part fixing plate body part. The wall concrete according to any one of claims 1 to 3, further comprising a part joining holding part. 当該底部固定板本体部には、当該底部固定板本体部を当該基台部の表面部の固定するための固定手段を配置する為の固定手段配置部が設けられている事を特徴とする請求項4に記載の壁コンクリート。   The bottom portion fixing plate main body portion is provided with a fixing means arrangement portion for arranging fixing means for fixing the bottom portion fixing plate main body portion to the surface portion of the base portion. Item 5. The wall concrete according to item 4. 当該底部固定板部には、更に補強部材が設けられている事を特徴とする請求項4又は5に記載の壁コンクリート。   The wall concrete according to claim 4 or 5, wherein a reinforcing member is further provided on the bottom fixing plate portion. 当該側壁固定板部は、当該基台部の当該端縁部に近接する部分に、当該底部固定板部との接合手段を配置する接合手段配置部が設けられている事を特徴とする請求項1乃至6の何れかに記載の壁コンクリート。   The side wall fixing plate portion is provided with a bonding means arrangement portion for arranging a bonding means with the bottom fixing plate portion in a portion close to the edge portion of the base portion. The wall concrete according to any one of 1 to 6. 当該側壁固定板部には、更に補強部材が設けられている事を特徴とする請求項7に記載の壁コンクリート。   The wall concrete according to claim 7, wherein the side wall fixing plate portion is further provided with a reinforcing member. 基台部の表面部に固定されている底部固定板部と当該底部固定板部と接合され当該基台部の表面部に対して略直角に配置されている側壁固定板部と当該側壁固定板部の転倒防止のため当該底部固定板部と当該側壁固定板部との間に配置されている斜控え材部とで壁支持構成体を形成し、次いで当該側壁固定板部の当該基台部の表面部と対向する内面側に所定の幅と長さ及び高さを有する鉄筋を格子状に組み立てて形成した後、当該格子状の鉄筋を介して当該側壁固定板部の内面との間に所定の間隔を設けて内側型枠を設置し、当該壁固定板部と当該内側型枠との間の空間部にコンクリートを打設することを特徴とする壁コンクリートの製造方法。 A bottom fixing plate portion fixed to the surface portion of the base portion, a side wall fixing plate portion joined to the bottom fixing plate portion and arranged substantially at right angles to the surface portion of the base portion, and the side wall fixing plate In order to prevent the part from falling, a wall support structure is formed by the slanting material portion disposed between the bottom fixing plate portion and the side wall fixing plate portion, and then the base portion of the side wall fixing plate portion. After reinforcing bars having a predetermined width, length, and height are assembled in a lattice shape on the inner surface side facing the surface portion of the steel sheet, the inner surface of the side wall fixing plate portion is interposed between the lattice-shaped reinforcing bars. A method for producing wall concrete, wherein an inner mold is installed at a predetermined interval, and concrete is placed in a space between the wall fixing plate and the inner mold. 水平線に対して垂直若しくは垂直に近い角度を有する擁壁部を持った基台部若しくは下方部に空間部が存在する基台部の端縁部に沿って形成されている壁コンクリートの製造方法であって、当該基台部の表面部に於ける当該端縁部に沿って当該表面部に底部固定板部を固定配置すると共に当該端縁部に沿って底部固定板部と直角に側壁固定板を接合して配置せしめ、更に、当該底部固定板部と当該側壁固定板部との間に転倒防止のための斜控え材部を取り付け、その後、当該側壁固定板部の当該基台部の表面部と対向する内面側に所定の幅と長さ及び高さを有する鉄筋を格子状に組み立てて形成した後、当該格子状の鉄筋を介して当該側壁固定板部の内面との間に所定の間隔を設けて内側型枠を設置し、当該壁固定板部と当該内側型枠との間の空間部にコンクリートを打設することを特徴とする壁コンクリートの製造方法。   A method for producing wall concrete formed along an edge of a base part having a retaining wall part having a vertical or near-perpendicular angle with respect to a horizontal line, or a base part having a space part in a lower part. A bottom fixing plate portion is fixedly disposed on the surface portion along the edge portion of the surface portion of the base portion, and the side wall fixing plate is perpendicular to the bottom fixing plate portion along the edge portion. In addition, a slant holding material portion for preventing overturning is attached between the bottom fixing plate portion and the side wall fixing plate portion, and then the surface of the base portion of the side wall fixing plate portion. After reinforcing bars having a predetermined width, length, and height are assembled in a lattice shape on the inner surface facing the portion, a predetermined gap is formed between the inner surface of the side wall fixing plate portion via the lattice-shaped reinforcing bars. Install the inner formwork with a gap between the wall fixing plate and the inner formwork. Method for producing a wall concrete, characterized in that concrete is cast into the space. 当該内側型枠は、当該コンクリートが硬化された後に剥離する事を特徴とする請求項9又は10に記載の壁コンクリートの製造方法。   The method for producing wall concrete according to claim 9 or 10, wherein the inner mold is peeled off after the concrete is cured. 当該底部固定板部及び当該側壁固定板部とは、予め工場で所定の長さ及び所定の幅に製作され、当該壁コンクリートに形成現場で当該基台部に於ける当該端縁部の内側からの操作により当該底部固定板部を当該基台部の表面部に固定すると共に、当該側壁固定板部を当該基台部の表面部に対して直交する方向に立設せしめて当該底部固定板部に固定し、更に当該斜控え材部を当該底部固定板部と当該側壁固定板部との間に配置する工程が実行される事を特徴とする請求項9又は10に記載の壁コンクリートの製造方法。   The bottom fixing plate portion and the side wall fixing plate portion are manufactured in advance at a predetermined length and predetermined width at a factory, and are formed on the wall concrete from the inside of the edge portion at the base portion at the site of formation. The bottom fixing plate portion is fixed to the surface portion of the base portion by the above operation, and the side wall fixing plate portion is erected in a direction orthogonal to the surface portion of the base portion, and the bottom fixing plate portion 11. The wall concrete manufacturing method according to claim 9, wherein a step of fixing the oblique retaining material portion between the bottom portion fixing plate portion and the side wall fixing plate portion is performed. Method. 当該底部固定板部及び当該側壁固定板部は、金属或は合成樹脂によりそれぞれ別体に形成されている事を特徴とする請求項9乃至12の何れかに記載の壁コンクリートの製造方法。   The method for producing wall concrete according to any one of claims 9 to 12, wherein the bottom fixing plate portion and the side wall fixing plate portion are separately formed of metal or synthetic resin. 水平線に対して垂直若しくは垂直に近い角度を有する擁壁部を持った基台部若しくは下方部に空間部が存在する基台部の端縁部に沿って形成されている壁コンクリートの製造方法であって、当該基台部の表面部に於ける当該端縁部に沿って当該表面部に底部固定板部を固定配置すると共に当該端縁部に沿って底部固定板部と直角に側壁固定板を接合して配置せしめ、更に、当該底部固定板部と当該側壁固定板部との間に転倒防止のための斜控え材部を取り付け、その後、当該側壁固定板部の当該基台部の表面部と対向する内面側に所定の幅と長さ及び高さを有する鉄筋を格子状に組み立てて形成した後、当該格子状の鉄筋を介して当該側壁固定板部の内面との間に所定の間隔を設けて内側型枠を設置し、当該壁固定板部と当該内側型枠との間の空間部にコンクリートを注入することを特徴とする壁コンクリートの施工方法。   A method for producing wall concrete formed along an edge of a base part having a retaining wall part having a vertical or near-perpendicular angle with respect to a horizontal line, or a base part having a space part in a lower part. A bottom fixing plate portion is fixedly disposed on the surface portion along the edge portion of the surface portion of the base portion, and the side wall fixing plate is perpendicular to the bottom fixing plate portion along the edge portion. In addition, a slant holding material portion for preventing overturning is attached between the bottom fixing plate portion and the side wall fixing plate portion, and then the surface of the base portion of the side wall fixing plate portion. After reinforcing bars having a predetermined width, length, and height are assembled in a lattice shape on the inner surface facing the portion, a predetermined gap is formed between the inner surface of the side wall fixing plate portion via the lattice-shaped reinforcing bars. Install the inner formwork with a gap between the wall fixing plate and the inner formwork. Method of constructing a wall of concrete, characterized by injecting concrete into the space.
JP2006338250A 2006-12-15 2006-12-15 Wall concrete, and manufacturing method and construction method therefor Pending JP2008150820A (en)

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JP2006338250A JP2008150820A (en) 2006-12-15 2006-12-15 Wall concrete, and manufacturing method and construction method therefor

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JP2006338250A JP2008150820A (en) 2006-12-15 2006-12-15 Wall concrete, and manufacturing method and construction method therefor

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JP2008150820A JP2008150820A (en) 2008-07-03
JP2008150820A5 true JP2008150820A5 (en) 2009-09-24

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JP2006338250A Pending JP2008150820A (en) 2006-12-15 2006-12-15 Wall concrete, and manufacturing method and construction method therefor

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101892742B (en) * 2010-06-21 2011-10-26 陕西省第三建筑工程公司 High low building-cross deformation joint low section shear wall construction method
CN114837186B (en) * 2022-05-13 2024-04-19 中铁一局集团有限公司 Reinforced retaining wall installation auxiliary construction equipment

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