JPH0349146Y2 - - Google Patents

Info

Publication number
JPH0349146Y2
JPH0349146Y2 JP3494486U JP3494486U JPH0349146Y2 JP H0349146 Y2 JPH0349146 Y2 JP H0349146Y2 JP 3494486 U JP3494486 U JP 3494486U JP 3494486 U JP3494486 U JP 3494486U JP H0349146 Y2 JPH0349146 Y2 JP H0349146Y2
Authority
JP
Japan
Prior art keywords
retaining wall
joint
members
edge
longitudinal members
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
JP3494486U
Other languages
Japanese (ja)
Other versions
JPS6277235U (en
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 filed Critical
Priority to JP3494486U priority Critical patent/JPH0349146Y2/ja
Publication of JPS6277235U publication Critical patent/JPS6277235U/ja
Application granted granted Critical
Publication of JPH0349146Y2 publication Critical patent/JPH0349146Y2/ja
Expired legal-status Critical Current

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  • Retaining Walls (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) この考案は法面に土留め等の目的で構築される
井桁組擁壁を構成する部材相互の接合部におけ
る、井桁組擁壁の継手部に関するものである。
[Detailed description of the invention] (Industrial field of application) This invention is applied to joints of a retaining wall constructed on a slope for the purpose of retaining earth, etc. It is related to.

(考案が解決しようとする問題点) 井桁組擁壁を構成する2種類のコンクリート部
材相互の継手には通常一体的な連結を行うための
駒ブロツク、鉄筋等が用いられるが、このために
施工が煩雑化し、また組み立ての精度が要求され
るのが実情である。
(Problem to be solved by the invention) Piece blocks, reinforcing bars, etc. are usually used to connect the two types of concrete members that make up the parallel retaining wall in an integral manner. The reality is that this has become complicated and requires high assembly precision.

この考案はこうした事情を基になされたもの
で、コンクリート部材を相互に嵌合する形状とす
ることにより継手部の簡素化を図ろうとするもの
である。
This idea was made based on these circumstances, and attempts to simplify the joint by making the concrete members fit into each other.

(問題点を解決するための手段) 本考案では継手部を二種類の部材端部が互いに
嵌合する構造とすることにより連結用の部材を不
要とし、継手部構造の簡素化を図る。
(Means for Solving the Problems) In the present invention, the joint part has a structure in which the ends of two types of members fit into each other, thereby eliminating the need for a connecting member and simplifying the joint structure.

二種類のコンクリート部材は井桁組擁壁を構成
する小口部材と長手部材であり、互いに垂直に、
交互に積み上げられる。
The two types of concrete members are the edge members and the longitudinal members that make up the parallel retaining wall, and are placed perpendicularly to each other.
stacked alternately.

小口部材端部の水平面には係合部と凹部が形成
された係止部とが立設され、一方長手部材には端
部の一側面に凸部が水平に突設される。この凸部
は小口部材凹部に嵌合する形状をし、連接して配
置される二本の長手部材のそれが一本の小口部材
凹部に嵌合する。
An engaging portion and a locking portion having a recess are provided upright on the horizontal surface of the end of the edge member, while a convex portion is provided horizontally protruding from one side of the end of the elongated member. The convex portion has a shape that fits into the recess of the edge member, and one of the two longitudinal members arranged in conjunction with each other fits into the recess of one of the edge members.

(実施例) 以下本考案を一実施例を示す図面に基づいて説
明する。
(Example) The present invention will be described below based on drawings showing an example.

この考案の継手部構造Aは井桁組擁壁Bを構成
するプレキヤストコンクリート製の一本の小口部
材1と二本の長手部材2,2の端部を相互に嵌合
させてなるものである。
The joint structure A of this invention is made by fitting the ends of one precast concrete edge member 1 and two longitudinal members 2, 2, which make up the double girder retaining wall B, into each other. .

井桁組擁壁Bは第3図に示すように法面垂直方
向に配置される小口部材1と法面水平方向に配置
される長手部材2とを交互に上方へ積み重ねて構
成されるもので、その継手部構造Aは間隔をおい
て配置される小口部材1端部とその端部上に連続
して設置される長手部材2,2端部とから形成さ
れるものである。
As shown in Fig. 3, the double-legged retaining wall B is constructed by alternately stacking the edge members 1 arranged vertically to the slope and the longitudinal members 2 arranged horizontally upward. The joint structure A is formed from an edge member 1 end portion arranged at intervals and a longitudinal member 2, two end portions successively installed on the end portion.

第1図に示すように小口部材1端部の水平面1
Aには係止部1Bと係合部1Cが対向して立設さ
れ、長手部材2,2端部の一側面には凸部2b,
2bが水平に突設される。係止部1Bには凸部2
b,2bが連接して嵌合する凹部1bが形成され
てある。
As shown in FIG.
On A, a locking part 1B and an engaging part 1C are erected facing each other, and a convex part 2b is provided on one side of the end of the longitudinal member 2, 2.
2b is horizontally protruded. The locking portion 1B has a convex portion 2.
A recessed portion 1b is formed in which the portions b and 2b are connected and fitted.

この小口部材1の水平面1A上に第2図のよう
に長手部材2,2端部を連接し、凸部2b,2b
を凹部1bに嵌合させて載置し、継手部構造Aを
形成する。
On the horizontal surface 1A of this edge member 1, as shown in FIG.
is fitted and placed in the recess 1b to form the joint structure A.

(考案の効果) この考案では以上の通り一本の小口部材と二本
の長手部材とが互いに嵌合して継手部を構成する
ものであるため特に連結のための部材は必要とせ
ず、単に積み上げるのみで井桁組擁壁を構築する
ことができ、継手部構造の簡素化、そして施工の
単純化を図ることが可能となる。
(Effects of the invention) As described above, in this invention, one edge member and two longitudinal members fit together to form a joint part, so no special connecting member is required, and it is simply It is possible to construct a retaining wall with double-sided girders by simply piling them up, making it possible to simplify the structure of the joints and simplify the construction.

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

第1図は継手部における部材の組み立ての様子
を示した斜視図、第2図−,は継手部構造を
示したそれぞれ平面図、側面図であり、第3図は
井桁組擁壁構築の様子を示した斜視図である。 A:継手部構造、B:井桁組擁壁、1:小口部
材、1A:水平面、1B:係止部、1C:係合
部、1b:凹部、2:長手部材、2b:凸部。
Figure 1 is a perspective view showing how the members are assembled in the joint, Figures 2 and 3 are a plan view and a side view, respectively, showing the structure of the joint, and Figure 3 is how the retaining wall is constructed. FIG. A: Joint part structure, B: Double-sided retaining wall, 1: Edge member, 1A: Horizontal surface, 1B: Locking part, 1C: Engagement part, 1b: Recessed part, 2: Longitudinal member, 2b: Convex part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] プレキヤストコンクリート製の小口部材と長手
部材とを互いに垂直に、交互に上方へ積み重ねて
構成される井桁組擁壁の継手部構造であり、小口
部材端部の水平面に立設された係合部と凹部を有
する係止部との間に、連接する二長手部材端部
を、その一側面に水平に、小口部材凹部に嵌合す
る形状に突設された凸部を嵌合させて設置してな
る井桁組擁壁の継手部構造。
This is a joint structure of a retaining wall made of parallel girders, which is constructed by stacking precast concrete edge members and longitudinal members vertically and alternately upwards. and a locking part having a concave part, the end parts of two longitudinal members connected to each other are installed horizontally on one side thereof with a convex part protruding in a shape that fits into the concave part of the edge part. The structure of the joint part of the retaining wall.
JP3494486U 1986-03-11 1986-03-11 Expired JPH0349146Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3494486U JPH0349146Y2 (en) 1986-03-11 1986-03-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3494486U JPH0349146Y2 (en) 1986-03-11 1986-03-11

Publications (2)

Publication Number Publication Date
JPS6277235U JPS6277235U (en) 1987-05-18
JPH0349146Y2 true JPH0349146Y2 (en) 1991-10-21

Family

ID=30843973

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3494486U Expired JPH0349146Y2 (en) 1986-03-11 1986-03-11

Country Status (1)

Country Link
JP (1) JPH0349146Y2 (en)

Also Published As

Publication number Publication date
JPS6277235U (en) 1987-05-18

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