JPH061635Y2 - Reinforced girder retaining wall - Google Patents
Reinforced girder retaining wallInfo
- Publication number
- JPH061635Y2 JPH061635Y2 JP1987119672U JP11967287U JPH061635Y2 JP H061635 Y2 JPH061635 Y2 JP H061635Y2 JP 1987119672 U JP1987119672 U JP 1987119672U JP 11967287 U JP11967287 U JP 11967287U JP H061635 Y2 JPH061635 Y2 JP H061635Y2
- Authority
- JP
- Japan
- Prior art keywords
- longitudinal
- members
- rubber packing
- retaining wall
- longitudinal member
- 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 - Lifetime
Links
Landscapes
- Retaining Walls (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 この考案は土留め等法面の安定化に実施される井桁組擁
壁に関するものである。[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a double girder retaining wall for stabilizing slopes such as earth retaining.
これまでコンクリート部材を、連結用に駒ブロック、鉄
筋等を用いて組み立てて構成する井桁組擁壁が幾つか開
発されているが、駒ブロック、鉄筋等を必要とする点で
施工に手間が掛かり、また組み立ての精度が要求され
る。Up until now, several well-structured retaining walls that are constructed by assembling concrete members by using piece blocks, reinforcing bars, etc. for connection have been developed, but it takes time and effort for construction because it requires piece blocks, reinforcing bars, etc. Also, the accuracy of assembly is required.
このために本件出願人は実願昭60-165571号(実公平2
−11476)において水平に連続する長手部材とこれに交
差するように積み重ねる小口部材との間にゴムパッキン
を介在させる考案を開示した。For this reason, the applicant of the present application filed Japanese Utility Model Application No. 60-165571 (actual fairness 2
-11476), a device in which a rubber packing is interposed between a horizontally continuous long member and a small member stacked so as to intersect with the long member is disclosed.
しかしゴムパッキンが幅広のものであると長手部材の左
右端が微妙に上下に傾いた場合、その傾きを余り大きく
許容できないという問題がある。However, if the width of the rubber packing is wide, when the left and right ends of the longitudinal member are slightly tilted up and down, there is a problem that the tilt cannot be allowed to be too large.
この考案は組立てが容易であって、長手部材の上下のズ
レや部材精度の誤差を吸収し、地震等の震動も吸収して
部材の破損を防止する井桁組擁壁を提供することを目的
とする。An object of the present invention is to provide a cross girder retaining wall that is easy to assemble, absorbs vertical displacement of longitudinal members and errors in member accuracy, and also absorbs vibrations such as earthquakes to prevent damage to members. To do.
この考案にかかる井桁組擁壁の狭幅のゴムパッキンを使
用するものである。The narrow rubber packing of the retaining wall of the double girder assembly according to the present invention is used.
この考案の井桁組擁壁は、水平に連続する複数本のプレ
キャストコンクリート製長手部材を前後に配設し、この
前後の長手部材に交差する方向に複数のプレキャストコ
ンクリート製小口部材を適宜間隔離して配設し、この長
手部材と小口部材を交互に積み重ねて井桁状に組む井桁
組擁壁において、長手部材の端部の上下に、先端から若
干離れた位置に、長手方向と直交する方向に長く、長辺
が長手部材の幅に等しい長方形のゴムパッキンを位置さ
せて、上下の小口部材と長手部材との間にゴムパッキン
を介在させて組立ててある。In this invention girder set retaining wall, a plurality of horizontally continuous precast concrete longitudinal members are arranged in front and rear, and a plurality of precast concrete forehead members are appropriately separated in a direction intersecting with the front and rear longitudinal members. Arranged and alternately stacking the longitudinal member and the small member, to form a cross girder-like retaining wall, above and below the end of the longitudinal member, at a position slightly apart from the tip, long in the direction orthogonal to the longitudinal direction. The rectangular rubber packing whose long side is equal to the width of the longitudinal member is positioned, and the rubber packing is interposed between the upper and lower edge members and the longitudinal member for assembly.
以下この考案を一実施例を示す図面に基づいて説明す
る。The present invention will be described below with reference to the drawings showing an embodiment.
この井桁組擁壁Aはプレキャストコンクリート製の小口
部材1と長手部材2とを交互に、井桁状に組み立てて構
成されるものである。The cross girder retaining wall A is constructed by alternately arranging the small member 1 and the longitudinal member 2 made of precast concrete in a cross girder shape.
小口部材1は第1図に示すように両端部の上下面に係止
部1aが立設されて形成され、井桁組擁壁Aの小口方
向、すなわち長手方向に垂直方向に配置される。係止部
1aには長手部材2の凸部2aが嵌合する形状に凹部1
bが形成される。As shown in FIG. 1, the fore edge member 1 is formed by vertically arranging the engaging portions 1a on the upper and lower surfaces of both ends, and is arranged in the fore edge direction of the double girder retaining wall A, that is, in the direction perpendicular to the longitudinal direction. The engaging portion 1a has a concave portion 1 having a shape in which the convex portion 2a of the longitudinal member 2 is fitted.
b is formed.
長手部材2は同じく第1図のように両端部の一側面に水
平に、小口部材1係止部1aの凹部1bに嵌合する形状
の凸部2aが突設されて形成され、井桁組擁壁Aの長手
方向に配置される。Similarly, as shown in FIG. 1, the longitudinal member 2 is formed by horizontally projecting a convex portion 2a having a shape that fits into the concave portion 1b of the locking portion 1a of the edge member 1 on one side surface of both ends. It is arranged in the longitudinal direction of the wall A.
以上の通り形成された両部材の組み立て方を第1図によ
り説明する。A method of assembling both members formed as described above will be described with reference to FIG.
まず基礎コンクリート3上に小口部材1を法面垂直方向
に間隔をおいて配置し、その上に小口部材1,1の両端
部に跨がって長手部材2,2の両端部を載置し、凹部1
bと凸部2aとを嵌合する。このとき凹部1bには隣接
する長手部材2,2の凸部2a,2aが連設して嵌合す
る。First, the small members 1 are arranged on the basic concrete 3 at intervals in the vertical direction of the slope, and the both ends of the longitudinal members 2 and 2 are placed on the both ends of the small members 1 and 1 over them. , Recess 1
The b and the convex portion 2a are fitted together. At this time, the convex portions 2a, 2a of the longitudinal members 2, 2 adjacent to each other are connected to the concave portion 1b so as to be fitted therein.
さらに長手部材2,2の両端部に跨がってその上面上
に、小口部材1をその下面の凹部1bを凸部2aに嵌合
させて載置する。Further, the edge member 1 is placed on the upper surface of the longitudinal members 2, 2 straddling both ends thereof, with the concave portion 1b of the lower surface thereof fitted to the convex portion 2a.
以上のようにして小口部材1と長手部材2を交互に積み
重ねていくのであるが、小口部材1と長手部材2の交差
部分にゴムパッキン4を介在させる。ゴムパッキン4は
その長辺が長手部材2の幅に等しい狭幅の長方形をなし
ており、このゴムパッキン4が長手部材2の左右両端の
上下に位置するようにする。ゴムパッキン4はその長手
方向が長手部材2の長手方向と直交するよう配設する。
またゴムパッキン4は長手部材2の先端から若干離れた
位置に位置させる。As described above, the edge member 1 and the longitudinal member 2 are alternately stacked, and the rubber packing 4 is interposed at the intersection of the edge member 1 and the longitudinal member 2. The rubber packing 4 has a rectangular shape whose long side is equal to the width of the longitudinal member 2, and the rubber packing 4 is positioned above and below the left and right ends of the longitudinal member 2. The rubber packing 4 is arranged so that its longitudinal direction is orthogonal to the longitudinal direction of the longitudinal member 2.
Further, the rubber packing 4 is located at a position slightly apart from the tip of the longitudinal member 2.
第4図〜第9図にゴムパッキン4を配置した実施例を示
す。第4図〜第6図は隣り合う長手部材2,2の上下に
ゴムパッキン4,4を配した場合であり、小口部材1の
凹部1bの左右に、小口部材1の長手方向と並行にゴム
パッキン4,4を載置し、長手部材2,2の上面の端部
近くに長手部材2,2の長手方向と直交するようゴムパ
ッキン4,4を載置する。An embodiment in which the rubber packing 4 is arranged is shown in FIGS. FIGS. 4 to 6 show the case where rubber packings 4 and 4 are arranged above and below adjacent longitudinal members 2 and 2, respectively, on the left and right sides of the concave portion 1b of the foraminous member 1 in parallel with the longitudinal direction of the foraminous member 1. The packings 4 and 4 are placed, and the rubber packings 4 and 4 are placed near the ends of the upper surfaces of the longitudinal members 2 and 2 so as to be orthogonal to the longitudinal direction of the longitudinal members 2 and 2.
以上のような長手部材2,2の端部が各々小口部材1の
ゴムパッキン4,4上に載るようにして組めば、長手部
材2の左右端部の上下にゴムパッキン4,4が位置し、
かつゴムパッキン4,4は長手部材2の長手方向と直交
するよう配設される。If the end portions of the longitudinal members 2 and 2 are assembled on the rubber packings 4 and 4 of the edge member 1 respectively, the rubber packings 4 and 4 are located above and below the left and right end portions of the longitudinal member 2, respectively. ,
Moreover, the rubber packings 4 and 4 are arranged so as to be orthogonal to the longitudinal direction of the longitudinal member 2.
第7図〜第9図は最端部に位置する長手部材2の端部に
ゴムパッキン4を配置した実施例であり、小口部材1の
凹部1bに対応して小口部材1の長手方向に平行にゴム
パッキン4を載置し、長手部材2の端部には凸部2aに
対応してゴムパッキン4を載置する。この長手部材2の
端部が小口部材1のゴムパッキン4上に載るようにして
組む。このようにすれば長手部材2の端部の上下にゴム
パッキン4が位置し、かつゴムパッキン4は長手部材2
の長手方向と直交するように配設される。FIGS. 7 to 9 show an embodiment in which the rubber packing 4 is arranged at the end of the longitudinal member 2 located at the end, and the rubber packing 4 is parallel to the longitudinal direction of the formal member 1 corresponding to the concave portion 1b of the formal member 1. The rubber packing 4 is placed on the rubber packing 4, and the rubber packing 4 is placed on the end of the longitudinal member 2 in correspondence with the convex portion 2a. The end portion of the longitudinal member 2 is put on the rubber packing 4 of the forehead member 1 so as to be assembled. In this way, the rubber packing 4 is located above and below the end of the longitudinal member 2, and the rubber packing 4 is attached to the longitudinal member 2.
Are arranged so as to be orthogonal to the longitudinal direction of the.
以上の要領で小口部材1と長手部材2との交互に、井桁
状に積み重ね、長手部材2長手方向に連続させ、部材
1,2に囲まれた内部に中込石5を充填していき、第2
図、第3図に示す井桁組擁壁Aを構築する。In the above manner, the small member 1 and the long member 2 are alternately stacked and arranged in the shape of a cross girder so as to be continuous in the longitudinal direction of the long member 2, and the inside surrounded by the members 1 and 2 is filled with the interlocking stone 5, Two
The girder retaining wall A shown in the figures and 3 is constructed.
このように小口部材1と長手部材2間にゴムパッキン4
を介在させた場合、第10図に示すように隣り合う長手
部材2,2の製造誤差tを吸収して小口部材1を長手部
材2,2上にガタつきなく載置することができる。In this way, the rubber packing 4 is provided between the edge member 1 and the longitudinal member 2.
In the case of interposing, the manufacturing error t between the adjacent longitudinal members 2 and 2 can be absorbed and the edge member 1 can be placed on the longitudinal members 2 and 2 without rattling, as shown in FIG.
また第11図に示すように長手部材2に傾きαが生じて
も、狭幅のゴムパッキン4,4が上下に長手方向と直交
するよう配され、かつ先端から若干離れた位置に位置さ
せたため、長手部材2の傾きαの自由土がより大きくと
れ、長手部材2の破損も防止できる。Further, as shown in FIG. 11, even if the longitudinal member 2 is tilted α, the narrow rubber packings 4 and 4 are vertically arranged so as to be orthogonal to the longitudinal direction, and are located at a position slightly apart from the tip. As a result, the free soil having the inclination α of the longitudinal member 2 can be made larger, and the longitudinal member 2 can be prevented from being damaged.
この考案は以上の構成からなり、ゴムパッキンとして長
手方向に直交する方向に長く、長辺が長手部材の幅に等
しい長方形のものを使用し、且つ長手部材の先端から若
干離れた位置において小口部材と長手部材との間に介在
させてあるので従来のパッキングが隣接する長手部材で
共用することになるのに対して、この考案ではそれぞれ
別のパッキングを使用することになる。したがって長手
部材の傾きあるいは寸法誤差に対応して容易に変形し、
且つ誤差を吸収することができ、また震動の吸収も確実
となる。This invention has the above-mentioned structure, uses a rectangular rubber packing that is long in the direction orthogonal to the longitudinal direction and has a long side equal to the width of the longitudinal member, and a small edge member at a position slightly apart from the tip of the longitudinal member. Since the conventional packing is shared by the adjoining longitudinal members because it is interposed between the longitudinal member and the longitudinal member, separate packings are used in the present invention. Therefore, it easily deforms in response to the inclination or dimensional error of the longitudinal member,
Moreover, the error can be absorbed, and the vibration can be absorbed surely.
第1図は小口部材、長手部材、組み立ての様子を示した
斜視図であり、第2図、第3図は井桁組擁壁の施工例を
示したそれぞれ平面図、正面図、第4図は小口部材の平
面図、第5図は後部の長手部材の一部平面図、第6図は
前部の長手部材の一部平面図、第7図は端部に位置する
小口部材の平面図、第8図は端部に位置する後部長手部
材の一部平面図、第9図は端部に位置する前部長手部材
の一部平面図、第10図及び第11図は小口部材と長手
部材を重ね合わせた場合の縦断面図である。 A…井桁組擁壁、1…小口部材、1a…係止部、1b…
凹部、2…長手部材、2a…凸部、3…基礎コンクリー
ト、4…ゴムパッキン、5…中込石。FIG. 1 is a perspective view showing a small member, a long member, and a state of assembly, and FIGS. 2 and 3 are plan views, front views, and FIG. 4 showing construction examples of a double girder retaining wall, respectively. FIG. 5 is a partial plan view of the rear long member, FIG. 6 is a partial plan view of the front long member, and FIG. 7 is a plan view of the small end member located at the end. FIG. 8 is a partial plan view of the rear longitudinal member located at the end, FIG. 9 is a partial plan view of the front longitudinal member located at the end, and FIGS. It is a longitudinal cross-sectional view at the time of overlapping members. A ... Retaining girder retaining wall, 1 ... Small member, 1a ... Locking part, 1b ...
Recessed portion, 2 ... Longitudinal member, 2a ... Convex portion, 3 ... Basic concrete, 4 ... Rubber packing, 5 ... Inlaid stone.
Claims (1)
クリート製長手部材を前後に配設し、この前後の長手部
材に交差する方向に複数のプレキャストコンクリート成
小口部材を適宜間隔離して配設し、この長手部材と小口
部材を交互に積み重ねて井桁状に組む井桁組擁壁におい
て、長手部材の端部の上下に、先端から若干離れた位置
に長手方向と直交する方向に長く、長辺が長手部材の幅
に等しい長方形のゴムパッキンを位置させて、上下の小
口部材と長手部材との間にゴムパッキンを介在させて組
立ててあることを特徴とする井桁組擁壁。1. A plurality of horizontally continuous longitudinal members made of precast concrete are arranged at the front and rear, and a plurality of precast concrete forming edge members are arranged at appropriate intervals in a direction intersecting with the longitudinal members at the front and rear, In this cross girder retaining wall in which longitudinal members and small members are alternately stacked to form a cross girder-like shape, above and below the end of the longitudinal member, it is long in the direction orthogonal to the longitudinal direction at a position slightly apart from the tip and the long side is long. A cross girder retaining wall, characterized in that a rectangular rubber packing having the same width as the member is positioned and the rubber packing is interposed between the upper and lower edge members and the longitudinal member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987119672U JPH061635Y2 (en) | 1987-08-04 | 1987-08-04 | Reinforced girder retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1987119672U JPH061635Y2 (en) | 1987-08-04 | 1987-08-04 | Reinforced girder retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6424151U JPS6424151U (en) | 1989-02-09 |
| JPH061635Y2 true JPH061635Y2 (en) | 1994-01-12 |
Family
ID=31365105
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1987119672U Expired - Lifetime JPH061635Y2 (en) | 1987-08-04 | 1987-08-04 | Reinforced girder retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH061635Y2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0211476Y2 (en) * | 1985-10-28 | 1990-03-23 |
-
1987
- 1987-08-04 JP JP1987119672U patent/JPH061635Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6424151U (en) | 1989-02-09 |
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