JPS6022116Y2 - Retaining wall for earth retaining - Google Patents

Retaining wall for earth retaining

Info

Publication number
JPS6022116Y2
JPS6022116Y2 JP784179U JP784179U JPS6022116Y2 JP S6022116 Y2 JPS6022116 Y2 JP S6022116Y2 JP 784179 U JP784179 U JP 784179U JP 784179 U JP784179 U JP 784179U JP S6022116 Y2 JPS6022116 Y2 JP S6022116Y2
Authority
JP
Japan
Prior art keywords
retaining
frame
members
earth
retaining wall
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
Application number
JP784179U
Other languages
Japanese (ja)
Other versions
JPS55106256U (en
Inventor
次郎 桜井
Original Assignee
桜井建材産業株式会社
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 桜井建材産業株式会社 filed Critical 桜井建材産業株式会社
Priority to JP784179U priority Critical patent/JPS6022116Y2/en
Publication of JPS55106256U publication Critical patent/JPS55106256U/ja
Application granted granted Critical
Publication of JPS6022116Y2 publication Critical patent/JPS6022116Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は山間部の道路工事現場等に於ける土留用擁壁に
関するものである。
[Detailed Description of the Invention] The present invention relates to a retaining wall for retaining earth at road construction sites in mountainous areas.

従来土留用擁壁はコンクリート製の長尺横材と短尺縦材
とを上下左右に井桁状に組合せて骨組枠を形成腰該骨組
枠内に石材を充填すると共に前記上下の長尺横材の間に
短形状の枕材を嵌合したものであるが、この場合、各村
がコンクリート製のため寸法誤差を生じ易く、そのため
各長尺横材の間隙に差異を生じ、また柱材自体も一定寸
法に底型することが困難なため長尺横材間に枕材を緊密
に嵌合することができなかった。
Conventionally, retaining walls for retaining earth are made by combining long concrete horizontal members and short vertical members in a grid pattern vertically and horizontally to form a frame frame.The frame frame is filled with stones and the upper and lower long horizontal members are In this case, each column is made of concrete, so dimensional errors are likely to occur, resulting in differences in the gaps between the long cross members, and the pillars themselves are also different. Since it is difficult to mold the bottom to a constant size, it has been impossible to tightly fit the pillow material between the long cross members.

またこの種の柱材は単に上方からの荷重により長尺横材
の割れを防止しようとするものであって、石材等の内圧
による長尺横材の長手方考へのずれ、即ち各横材の突合
せ部に間隙を生ずるのを防止することができず、そのた
めこの突合せ部に架設した短尺縦材が外れて擁壁全体が
崩壊する虞れがあった。
In addition, this type of column material is intended to prevent cracking of the long cross members simply due to the load from above, and is designed to prevent the long cross members from shifting in their longitudinal direction due to the internal pressure of stones, etc. It was not possible to prevent a gap from forming at the abutting part, and as a result, there was a risk that the short vertical members installed at the abutting part would come off and the entire retaining wall would collapse.

本考案はこのような点に鑑み、短尺縦材の厚さに誤差を
生じて上下の長尺横材の間隙が規定寸法と想違しても柱
材の上面を上部横材の下面に正確に密接させ、横材の破
損や横方向へのずれを防止にして堅牢な擁壁を構築しよ
うとするもので、その一実施例を図面に基いて説明する
と、1はコンクリート製の長尺横材であり、2はコンク
リート製の短尺縦材、aは長尺横材1と短尺縦材2とを
上下及び左右に井桁状に組合せて形威した骨組枠、3,
3は上下の長尺横材1,1の間隙4に互に反対向きに嵌
合したコンクリート製の模型枕材であり、上面の前後に
上側の横材1の外側に嵌合する突縁5,5を設けている
In view of these points, the present invention has been designed to ensure that the top surface of the column is accurately aligned with the bottom surface of the upper cross member even if an error occurs in the thickness of the short vertical member and the gap between the upper and lower long cross members is assumed to be the specified size. The aim is to build a strong retaining wall by keeping the horizontal members in close contact with each other to prevent damage to the horizontal members and their displacement in the horizontal direction.One example of this is explained based on a drawing. 2 is a short vertical member made of concrete; a is a frame formed by combining long horizontal members 1 and short vertical members 2 vertically and horizontally in a cross-shaped configuration; 3;
Reference numeral 3 designates a concrete model pillow material that fits in the gap 4 of the upper and lower elongated cross members 1, 1 in opposite directions, and there are projecting edges 5 that fit on the outside of the upper cross member 1 at the front and back of the upper surface. , 5 are provided.

6,6は上側の長尺横材1の下面に間隔を隔て)互に端
部に及ぶに従って外方へ傾斜するように形威した左右一
対の傾斜製函、7,7は枕材3,3の上面に形威し且つ
前記傾斜製函6,6に密接させた傾斜面である。
6, 6 are a pair of left and right slanted boxes which are shaped so as to be inclined outward as they reach each other's ends at a distance from each other on the lower surface of the upper elongated horizontal material 1; 7, 7 are pillow materials 3; This is an inclined surface that is shaped on the upper surface of 3 and brought into close contact with the inclined boxes 6, 6.

また符号8は骨組枠a内に充填した石材、9は基礎部材
、10は長尺横材1の突合せ部である。
Further, reference numeral 8 is a stone filled in the frame a, 9 is a foundation member, and 10 is a butt portion of the elongated horizontal member 1.

本考案の一実施例は上記のような構成であるから基礎部
材9上の前後に長尺横材1,1を長手方向に連続して並
べ、次にこの前後の長尺横材1上に短尺縦材2を間隔的
に架設し、引続き横材1と縦材2とを交互に井桁状に積
み重ねて骨組枠aを形成すると共に上下両横材1,1の
間隙4に枕材3.3を緩く嵌合し、その上面の傾斜面7
,7を上側の長尺横材1の傾斜製函6,6に合致させた
後、骨組枠a内に石材8を充填すれば堅固な擁壁が構成
されるのである。
One embodiment of the present invention has the above-mentioned configuration, so the long cross members 1, 1 are arranged continuously in the longitudinal direction on the front and rear of the foundation member 9, and then the long cross members 1 are placed on the front and rear of the base member 9. The short vertical members 2 are erected at intervals, and then the cross members 1 and the vertical members 2 are stacked alternately in a grid pattern to form a frame frame a, and the gaps 4 between the upper and lower cross members 1 are filled with pillow materials 3. 3 loosely fit together, and the inclined surface 7 on the upper surface thereof
, 7 to match the inclined boxes 6, 6 of the upper elongated horizontal member 1, and then fill the framework a with stones 8 to construct a strong retaining wall.

尚上記実施例に於ては長尺横材1の下面に傾斜製函6,
6を設けたが、長尺横材1の上面に傾斜文面6,6を設
ける場合もある。
In the above embodiment, the inclined box 6,
6 is provided, however, inclined text surfaces 6, 6 may be provided on the upper surface of the elongated cross member 1.

以上のように本考案に係る土留用擁壁は従来の土留用擁
壁に於ける長尺横材に左右一対の傾斜文面を形成し、こ
の傾斜文面に上下両横材の間隙内に嵌合した模型の柱材
の傾斜面を嵌入するようにしたから、短尺縦材の成型時
に於ける厚みの誤差とか長尺横材の歪み等により上下両
横材の間隙が相違しても柱材の傾斜突面部分への打込み
により上側横材は下側横材に確実に支持されることにな
り、従って上方からの荷重による横材の破損を未然に防
止することができるものである。
As described above, the retaining wall for earth retaining according to the present invention has a pair of left and right sloped faces formed on the long horizontal members of the conventional retaining wall for earth retaining, and this sloped face fits into the gap between the upper and lower horizontal members. Since the sloped surface of the pillar material of the model was inserted, even if the gap between the upper and lower horizontal members is different due to an error in the thickness during the molding of the short vertical member or distortion of the long horizontal member, the pillar material will be By driving into the inclined protruding surface portion, the upper cross member is reliably supported by the lower cross member, thereby making it possible to prevent damage to the cross member due to loads from above.

また前記左右一対の傾斜文面ば互に横材の端部に及ぶに
従って外方へ傾斜するように形成したから、骨組枠内に
充填した石材等の内圧により骨組枠に膨みを生じ、横材
がすれてその突合せ部に商陸を生ずるようなことがなく
、従って堅牢な土留用擁壁を構成することができるもの
である。
In addition, since the pair of left and right sloped faces are formed so as to slope outward as they reach the ends of the cross members, the internal pressure of the stones, etc. filled in the frame causes the frame to bulge, causing the cross members to swell. There is no possibility that the retaining wall will slip and create a landlock at the abutting portion, and therefore a robust retaining wall for retaining earth can be constructed.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の一実施例を示す一部切欠縦断側面図、
第2図は仝上実施例の要部を示す一部縦断正面図。 1;長尺横材、2;短尺縦材、a;骨組枠、3;枕材、
4;間隙、5;突縁、6;傾斜文面、7;傾斜面、8;
石材、9;基礎部材、10:突合せ部。
FIG. 1 is a partially cutaway vertical side view showing an embodiment of the present invention;
FIG. 2 is a partially longitudinal front view showing the main parts of the above embodiment. 1; Long horizontal members, 2; Short vertical members, a; Frame frame, 3; Pillow materials,
4; Gap, 5; Edge, 6; Slanted surface, 7; Slanted surface, 8;
Stone, 9; Foundation member, 10: Butt part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] コンクリート製の長尺横材と短尺縦材とを上下及び左右
に井桁状に組合せて骨組枠を形威し、該骨組枠内に石材
を充填してなる土留用擁壁に於て、前記長尺横材の上面
又は下面に端部に及ぶに従って外方へ傾斜した左右一対
の傾斜製函を設け、該傾斜製函とこれに対応する長尺横
材との間に模型の左右両柱材を嵌合してなる土留用擁壁
In a retaining wall for retaining earth, which is formed by combining long concrete horizontal members and short vertical members vertically and horizontally in a cross-shaped manner to form a frame frame, and filling the frame with stones, the above-mentioned length A pair of left and right inclined boxes are provided on the upper or lower surface of the shaku horizontal material and are inclined outward as they reach the ends, and both the left and right columns of the model are placed between the inclined boxes and the corresponding long horizontal material. A retaining wall for earth retaining that is made by fitting together.
JP784179U 1979-01-23 1979-01-23 Retaining wall for earth retaining Expired JPS6022116Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP784179U JPS6022116Y2 (en) 1979-01-23 1979-01-23 Retaining wall for earth retaining

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP784179U JPS6022116Y2 (en) 1979-01-23 1979-01-23 Retaining wall for earth retaining

Publications (2)

Publication Number Publication Date
JPS55106256U JPS55106256U (en) 1980-07-24
JPS6022116Y2 true JPS6022116Y2 (en) 1985-07-01

Family

ID=28816039

Family Applications (1)

Application Number Title Priority Date Filing Date
JP784179U Expired JPS6022116Y2 (en) 1979-01-23 1979-01-23 Retaining wall for earth retaining

Country Status (1)

Country Link
JP (1) JPS6022116Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030018723A (en) * 2001-08-31 2003-03-06 에이앤비콘크리트(주) A Concrete-block for Crib Retaining Wall
KR100445076B1 (en) * 2001-08-31 2004-09-01 주식회사 그린월 A Concrete-block for Crib Retaining Wall

Also Published As

Publication number Publication date
JPS55106256U (en) 1980-07-24

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