JP3065548B2 - Block for retaining wall and its assembling device - Google Patents

Block for retaining wall and its assembling device

Info

Publication number
JP3065548B2
JP3065548B2 JP8356064A JP35606496A JP3065548B2 JP 3065548 B2 JP3065548 B2 JP 3065548B2 JP 8356064 A JP8356064 A JP 8356064A JP 35606496 A JP35606496 A JP 35606496A JP 3065548 B2 JP3065548 B2 JP 3065548B2
Authority
JP
Japan
Prior art keywords
retaining wall
mounting table
joint
joint member
block
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 - Fee Related
Application number
JP8356064A
Other languages
Japanese (ja)
Other versions
JPH10183646A (en
Inventor
秀光 角銅
Original Assignee
新興工材株式会社
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 新興工材株式会社 filed Critical 新興工材株式会社
Priority to JP8356064A priority Critical patent/JP3065548B2/en
Publication of JPH10183646A publication Critical patent/JPH10183646A/en
Application granted granted Critical
Publication of JP3065548B2 publication Critical patent/JP3065548B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Retaining Walls (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、崖や盛土の法面に
積み上げて土砂の崩壊を防止する擁壁用ブロック及びそ
の組立装置に関し、特に搬送が困難な大型ブロックに適
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retaining wall block which is piled up on a slope of a cliff or embankment to prevent collapse of earth and sand, and an assembling apparatus thereof, and is particularly suitable for a large block which is difficult to transport.

【0002】[0002]

【従来の技術】従来の擁壁用ブロックは、施工後は法面
の表面となる厚板状前方部材とその奥の厚板状後方部材
と両厚板状部材を繋ぐ連結部とをコンクリートによって
一体成型したものであり、前方部材と後方部材の間には
空隙が形成されている。
2. Description of the Related Art In a conventional retaining wall block, a thick plate-shaped front member which becomes a surface of a slope after construction, a thick plate-shaped rear member located behind the block, and a connecting portion connecting the two thick plate-shaped members are made of concrete. It is integrally molded, and a gap is formed between the front member and the rear member.

【0003】この様な構成から成るブロックを工場で生
産したならば、これをトラックに積んで現場まで搬送
し、所定の位置に順次積み上げる。そして、前方部材と
後方部材との間の空隙内にコンクリートを打設すること
により強靭な擁壁とする。
When a block having such a configuration is produced in a factory, the block is loaded on a truck, transported to a site, and sequentially stacked at a predetermined position. Then, concrete is poured into the gap between the front member and the rear member to form a tough retaining wall.

【0004】この様にしてブロックを積み上げる場合に
は擁壁の裏側の土砂を一時的に排除しておき、この擁壁
裏側と表側に足場を組み上げ、この足場を利用して作業
者が工事を進める。
[0004] When stacking blocks in this way, the soil on the back side of the retaining wall is temporarily removed, scaffolds are assembled on the back side and the front side of the retaining wall, and workers use this scaffold to carry out construction work. Proceed.

【0005】また、擁壁の裏側に溜まる地下水を排水す
るために、ブロックを貫通する排水路を別途作る必要が
有る。
[0005] In addition, in order to drain the groundwater accumulated on the back side of the retaining wall, it is necessary to separately form a drainage channel penetrating the block.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、従来の
擁壁用ブロックは前方部材と後方部材との間に空隙を設
けて一体成型したものであるが故に、嵩張る。特に、空
隙の前後間隔が大きな大型ブロックの場合には重量の割
には嵩張ってしまい、大型トラックであっても2個から
3個しか積むことができない。このため、大型の擁壁ブ
ロックの場合には、搬送に手間が掛かり経費が割高にな
ってしまう。また、嵩張る擁壁ブロックを養生したり保
管(在庫)するには工場内に広いスペースが必要であ
り、施工現場においても、広大な保管スペース(ヤー
ド)を確保することが必要である。しかし、昨今の工場
では広大なスペースを確保することは容易ではなく、ま
た、施工現場でも容易ではない。特に、山間地では平坦
な広場を確保することは困難である。
However, the conventional retaining wall block is bulky because it is integrally formed with a gap between the front member and the rear member. In particular, in the case of a large block having a large gap between front and rear spaces, the block is bulky for its weight, and even a large truck can be loaded with only two or three trucks. For this reason, in the case of a large retaining wall block, it takes time and effort to carry it, and the cost becomes high. In addition, a large space is required in a factory to cure and store (stock) a bulky retaining wall block, and it is necessary to secure a large storage space (yard) at a construction site. However, it is not easy to secure a vast space in a recent factory, and it is not easy even in a construction site. In particular, it is difficult to secure a flat square in mountainous areas.

【0007】また、従来の擁壁用ブロックを使用する
と、現場で大掛かりな足場を組み立てたり、施工後に解
体するなどの足場工事も煩雑であり、しかも排水路の施
工など付随する作業も面倒である。
[0007] When a conventional retaining wall block is used, a large-scale scaffold is assembled on site, and scaffolding work such as disassembly after construction is complicated, and accompanying work such as construction of a drainage channel is also troublesome. .

【0008】そこで、本発明は、嵩張らない半完成の状
態で現場まで効率良く搬送することができ、また保管ス
ペースを節約でき、しかも現場で容易に組み立てて完成
させることができる擁壁用ブロック及びその組立装置を
提供することを目的とする。
Accordingly, the present invention provides a retaining wall block which can be efficiently transported to a site in a semi-finished state without bulk, saves storage space, and can be easily assembled and completed on site. An object of the present invention is to provide an assembling apparatus.

【0009】[0009]

【課題を解決するための手段】本発明は上記目的を達成
するために提案されたもので、請求項1に記載のもの
は、別個に成型したコンクリート製の前方部材と、その
後方に間隔を配して配置する後方部材と、上記間隔を通
して配設されて前方部材と後方部材とを接続する中空パ
イプの連結部材とからなる擁壁用ブロックであって、前
方部材の後面には、連結部材の中空部に連通可能な前部
空部を形成した前部ジョイント部材を設け、後方部材の
前面には、連結部材の中空部に連通可能な後部空部を形
成した後部ジョイント部材を設け、連結部材を前部ジョ
イント部材及び後部ジョイント部材に接続することによ
り後部ジョイント部材の後部空部と連結部材の中空部と
前部ジョイント部材の前部空部とを一連に連通させると
ともに、間に空隙を形成した状態で前方部材と後方部材
とを一体化し、一連に連通した上記空部を、後方部材の
裏側の水を前方部材の前面に排水する排水用流路とした
ことを特徴とする擁壁用ブロックである。
SUMMARY OF THE INVENTION The present invention has been proposed to achieve the above-mentioned object, and is characterized in that a separately formed front member made of concrete and a space behind the front member are provided. A rear member arranged and arranged; and a hollow member arranged through the space and connecting the front member and the rear member.
A retaining wall block comprising a connecting member of an Ip, and a front portion capable of communicating with a hollow portion of the connecting member on a rear surface of the front member.
A front joint member with an empty space is provided, and a rear empty space that can communicate with the hollow portion of the connecting member is formed on the front surface of the rear member.
A rear joint member is provided, and the connecting member is
By connecting to the point and rear joint members
Of the rear joint member and the hollow portion of the connecting member
When the front space of the front joint member is connected in series
In both cases, a front member and a rear member are
And the above-mentioned vacant space, which is communicated in series, is
A retaining wall block characterized by a drain channel for draining water on the back side to the front of a front member .

【0010】請求項2に記載のものは、前方部材の表面
側に足場支持具用受部を設けたことを特徴とする請求項
1に記載の擁壁用ブロックである。
[0010] as described in claim 2, claim, characterized in that a scaffolding support for receiving the surface side of the front portion
2. The retaining wall block according to 1 .

【0011】請求項3に記載のものは、後面に前部ジョ
イント部材を設けたコンクリート製の前方部材を載せる
前方部材載置台と、前面に後部ジョイント部材を設けた
後方部材を載せる後方部材載置台と、前後に配置した上
記前方部材載置台と後方部材載置台との少なくとも一方
を前後方向に移動可能な状態で支持するレール部と、を
備え、前方部材と後方部材との間隔を調整して前部ジョ
イント部材に連結部材の前部を、後部ジョイント部材に
連結部材の後部をそれぞれ接続することにより前方部材
と後方部材とを組み付けることを特徴とする擁壁用ブロ
ックの組立装置である。
According to a third aspect of the present invention, there is provided a front member mounting table for mounting a front member made of concrete having a front joint member on a rear surface, and a rear member mounting table for mounting a rear member having a rear joint member on a front surface. And, a rail portion that supports at least one of the front member mounting table and the rear member mounting table disposed in the front and rear so as to be movable in the front and rear direction, and adjusts a space between the front member and the rear member. An assembling apparatus for a retaining wall block, wherein a front member and a rear member are assembled by connecting a front part of a connecting member to a front joint member and a rear part of the connecting member to a rear joint member.

【0012】請求項4に記載のものは、請求項3の構成
に加えて、前方部材載置台及び後方部材載置台の少なく
とも一方の傾斜角度を調整する傾斜角度調整機構を備
え、前方部材及び後方部材を擁壁の勾配に応じた傾斜角
度の傾斜状態で接続して一体化するようにしたことを特
徴とする擁壁用ブロックの組立装置である。
According to a fourth aspect of the present invention, in addition to the configuration of the third aspect , there is provided a tilt angle adjusting mechanism for adjusting the tilt angle of at least one of the front member mounting table and the rear member mounting table, and the front member and the rear. A device for assembling a block for a retaining wall, wherein the members are connected and integrated in a state of inclination at an inclination angle corresponding to the inclination of the retaining wall.

【0013】[0013]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1は擁壁用ブロックの組み立て
後における完成品の右側面図、図2はその正面図、図3
は平面図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a right side view of the completed product after assembling the retaining wall block, FIG. 2 is a front view thereof, and FIG.
Is a plan view.

【0014】この擁壁用ブロック1は、別個に成型した
コンクリート製の前方部材2と、その後方に間隔を配し
て配置する後方部材3と、上記間隔を通して配設されて
前方部材2と後方部材3とを接続する連結部材4とから
なる。
The retaining wall block 1 comprises a separately molded concrete front member 2, a rear member 3 disposed behind and spaced from the front member 2, and a rear member 3 disposed behind the front member 2 and the rear member 3. And a connecting member 4 for connecting the member 3 to the connecting member.

【0015】前方部材2は、前面側から見て横長な長方
形の上辺と下辺に四角形の凸部を一体成型した略十字形
の厚板状コンクリート製であり、略十字形の基板の前面
には自然石を積み上げた形状を模して突設した装飾部5
を形成し、後面には肉厚な埋設部6を形成すると共に、
該埋設部6に前部ジョイント部材7を後方に向けて4箇
所埋設してある。
The front member 2 is made of a substantially cruciform thick plate-like concrete in which a rectangular convex portion is integrally formed on the upper side and the lower side of a rectangle which is oblong as viewed from the front side. Decoration part 5 protruding to imitate the shape of piled natural stone
Is formed, and a thick buried portion 6 is formed on the rear surface,
The front joint member 7 is buried in the buried portion 6 at four places toward the rear.

【0016】前部ジョイント部材7は、後述する連結部
材4と接続するためのジョイントであり、本実施形態で
は、図4に示すように、両端が開口した金属パイプの一
端寄りにフランジ10を固定し、該フランジ10にはボ
ルト孔11を4箇所開設し、フランジ10とは反対側の
端部には抜け止めとして太径部12を形成してある。な
お、上記した金属パイプの内部が前部空部13となる。
The front joint member 7 is a joint for connecting to a connecting member 4 described later. In this embodiment, as shown in FIG. 4, a flange 10 is fixed to one end of a metal pipe having both ends opened. Four bolt holes 11 are formed in the flange 10, and a large-diameter portion 12 is formed at an end opposite to the flange 10 as a stopper. In addition, the inside of the above-mentioned metal pipe becomes the front space 13.

【0017】前方部材2を成型する場合、型枠の所定位
置に前部ジョイント部材7をセットした状態でコンクリ
ートを打設して前部ジョイント部材7のフランジ11側
が前方部材2の後面から所定の傾斜角度で後方に向けて
突出するようにする。なお、この傾斜角度は、擁壁の法
面の傾斜角度に対応した角度に設定し、組立時及び施工
後にほぼ水平に延在するようにする。また、この前部ジ
ョイント部材7の金属パイプの内部が前部空部13とな
って排水用流路の一部を構成するので、金属パイプの前
端と前方部材2の前面とのコンクリートの厚みは、他の
部分よりも薄く成型し、この肉薄部分14をハンマー等
によって容易に打ち破れる状態で成型する。そして、打
ち破った開口部分が排水口となる。
When the front member 2 is molded, concrete is poured in a state where the front joint member 7 is set at a predetermined position of the formwork, and the flange 11 side of the front joint member 7 is set at a predetermined position from the rear surface of the front member 2. It protrudes backward at an inclination angle. The angle of inclination is set to an angle corresponding to the angle of inclination of the slope of the retaining wall, and extends substantially horizontally during assembly and after construction. In addition, since the inside of the metal pipe of the front joint member 7 constitutes a part of the drainage flow path as the front space 13, the concrete thickness between the front end of the metal pipe and the front surface of the front member 2 is reduced. Then, the thin portion 14 is molded in a state where it can be easily broken by a hammer or the like. Then, the broken opening serves as a drain port.

【0018】また、この前方部材2の表面側に足場支持
具用受部15を設ける。この足場支持具用受部15は、
現場で使用する足場となる板材等を支持する支持具(図
示せず)を取り付けることができればどのような構成で
もよいが、本実施形態では、肉厚な埋設部6の前面に開
口する孔を開設し、この孔内に支持具の基端を差し込む
ように構成してある。なお、この孔は、ブロック1の空
隙20内に打設したコンクリートの浸入を防ぐために、
深さの途中で止まる有底孔であることが望ましい。ま
た、この孔は設置状態で、表面の開口部から奥に向かっ
て僅かに下り傾斜させ、差し込んだ支持具が不用意に外
れないようにしておくことが望ましい。
On the front side of the front member 2, a scaffold support receiving portion 15 is provided. This scaffold support receiving portion 15
Any structure may be used as long as a support (not shown) for supporting a plate material or the like serving as a scaffold used at the site can be attached. In the present embodiment, a hole opening on the front surface of the thick buried portion 6 is provided. It is constructed so that the base end of the support is inserted into this hole. In order to prevent intrusion of the concrete poured into the gap 20 of the block 1,
It is desirable that the hole be a bottomed hole that stops in the middle of the depth. In addition, it is desirable that the hole be slightly inclined downward from the opening on the surface to the back in the installed state so that the inserted support member does not accidentally come off.

【0019】なお、前方部材2の外周形状は、積み上げ
た状態で隣り合うブロック1…と整然と合致或は嵌合し
得る相補形状であればどのような形状でも良く、例えば
四角形や六角形でもよい。
The outer peripheral shape of the front member 2 may be any shape as long as it is a complementary shape that can be neatly matched or fitted with the adjacent blocks 1 in a stacked state, for example, a square or a hexagon. .

【0020】後方部材3は、前方部材2と同じく略十字
形の厚板状コンクリート製であり、略十字形の基板の前
面に肉厚な埋設部21を形成すると共に、該埋設部21
に後部ジョイント部材22を前方に向けて4箇所埋設し
てある。
The rear member 3 is made of a substantially cruciform thick plate-like concrete like the front member 2 and has a thick buried portion 21 formed on the front surface of the substantially cruciform substrate.
The rear joint member 22 is buried in four places toward the front.

【0021】後部ジョイント部材22は、後述する連結
部材4と接続するためのジョイントであり、本実施形態
では、前部ジョイント部材7と同じ構造のものを方向を
変えて使用する。即ち、両端が開口した金属パイプの一
端寄りにフランジ23を固定し、該フランジ23にはボ
ルト孔24…を4箇所開設してある。なお、この金属パ
イプの内部が後方空部25となる。
The rear joint member 22 is a joint for connecting to the connecting member 4 described later. In the present embodiment, the rear joint member 22 having the same structure as the front joint member 7 is used with its direction changed. That is, a flange 23 is fixed near one end of a metal pipe having both ends opened, and four bolt holes 24 are formed in the flange 23. Note that the inside of the metal pipe becomes the rear space 25.

【0022】後方部材3を成型する場合、型枠の所定位
置に後部ジョイント部材22をセットした状態でコンク
リートを打設して後部ジョイント部材22のフランジ2
4側が後方部材3の前面から所定の傾斜角度で前方に突
出するようにする。なお、この傾斜角度は、擁壁法面の
傾斜角度に対応した角度に設定し、組立時及び施工後に
ほぼ水平になるようにする。また、この後部ジョイント
部材22の金属パイプの内部が後方空部25となって排
水用流路の一部を構成するので、金属パイプの後端と後
方部材3の後面とのコンクリートの厚みは、他の部分よ
りも薄く成型し、この肉薄部分26をハンマー等によっ
て容易に打ち破れる状態で成型する。そして、打ち破っ
た開口部分が排水入口となる。
When the rear member 3 is molded, concrete is poured in a state where the rear joint member 22 is set at a predetermined position of the formwork and the flange 2 of the rear joint member 22 is formed.
The four sides project forward from the front surface of the rear member 3 at a predetermined inclination angle. In addition, this inclination angle is set to an angle corresponding to the inclination angle of the retaining wall slope, and is made substantially horizontal at the time of assembly and after construction. Further, since the inside of the metal pipe of the rear joint member 22 forms a part of the drainage channel by forming the rear space 25, the concrete thickness at the rear end of the metal pipe and the rear surface of the rear member 3 is: It is molded thinner than the other parts, and the thin part 26 is molded in a state where it can be easily broken by a hammer or the like. Then, the opened portion becomes the drainage inlet.

【0023】なお、後方部材3の外周形状は、積み上げ
た状態で隣り合うブロックと整然と合致或は嵌合し得る
相補形状であればどのような形状でも良い。また、この
後方部材3の後面側に、前方部材2の足場支持具用受部
15と同様の足場支持具用受部15を設けてもよい。
It should be noted that the outer peripheral shape of the rear member 3 may be any shape as long as it is a complementary shape that can be neatly fitted or fitted with an adjacent block in a stacked state. Further, a scaffold support receiving portion 15 similar to the scaffold support receiving portion 15 of the front member 2 may be provided on the rear surface side of the rear member 3.

【0024】連結部材4は、前端を前部ジョイント部材
7に、後端を後部ジョイント部材22に接続するもので
あり、本実施形態では図5に示すように、両端が開口し
た金属パイプの両端にフランジ30,30を固定したも
ので、各フランジ30にはボルト孔31を4箇所開設し
てある。なお、この金属パイプは、施工後は中空部32
が排水用流路となるものであり、前部ジョイント部材7
及び後部ジョイント部材22の金属パイプを内部に嵌合
し得る太さのパイプを使用し、前方部材2と後方部材3
との間に形成する空隙20の前後寸法に応じた長さに設
定してある。
The connecting member 4 has a front end connected to the front joint member 7 and a rear end connected to the rear joint member 22. In this embodiment, as shown in FIG. The flanges 30 are fixed to each other, and four bolt holes 31 are formed in each flange 30. In addition, this metal pipe has a hollow portion 32 after construction.
Is a drain passage, and the front joint member 7
A pipe having a thickness capable of fitting the metal pipe of the rear joint member 22 therein;
The length is set in accordance with the front-rear dimension of the gap 20 formed between the first and second gaps.

【0025】上記した構成からなる前方部材2、後方部
材3、及び連結部材4は、それぞれ工場において別個に
製造され、この半完成状態でトラックに積んで現場まで
搬送する。したがって、トラックに積載する際には積み
重ねるなどして従来よりも多く積載でき、効率良く搬送
することができる。そして、これらは現場でブロック組
立装置を使用して組み立てる。なお、工場において養生
したり在庫したりする場合も、前方部材2、後方部材3
を積み重ねると、スペースを節約することができる。
The front member 2, the rear member 3, and the connecting member 4 having the above-described configurations are separately manufactured in a factory, and are loaded on a truck in a semi-finished state and transported to the site. Therefore, when loading on a truck, more can be loaded than before by, for example, stacking, and transport can be performed efficiently. These are assembled on site using a block assembly device. In addition, when curing or stocking in a factory, the front member 2, the rear member 3
Stacking can save space.

【0026】次に、このブロック組立装置について説明
する。ブロック組立装置35は、前方部材2を載せる前
方部材載置台36と、後方部材3を載せる後方部材載置
台37と、前後に配置した上記前方部材載置台36と後
方部材載置台37との少なくとも一方を前後方向に移動
可能な状態で支持するレール部38と、を備え、前方部
材2と後方部材3との間隔を調整して前部ジョイント部
材7に連結部材4の前部を、後部ジョイント部材22に
連結部材4の後部をそれぞれ接続することにより前方部
材2と後方部材3とを組み付けて一体化する装置であ
る。
Next, the block assembling apparatus will be described. The block assembling device 35 includes a front member mounting table 36 on which the front member 2 is mounted, a rear member mounting table 37 on which the rear member 3 is mounted, and at least one of the front member mounting table 36 and the rear member mounting table 37 arranged before and after. A rail 38 that supports the front member 2 and the rear member 3 so that the front part of the connecting member 4 can be connected to the front joint member 7 by adjusting the distance between the front member 2 and the rear member 3. This device connects the rear part of the connecting member 4 to the rear member 22 to assemble and integrate the front member 2 and the rear member 3.

【0027】具体的には、図6に示すように、フレーム
39上に断面コ字状の長尺材(例えばチャンネル鋼材)
をレール部38として2本平行に固定し、このレール部
38の前端部分(図6中左端)に前方部材載置台36を
位置固定状態で設けるとともに、この前方部材載置台3
6の後方に後方部材載置台37を前後移動可能に取り付
ける。前方部材載置台36は、上端を後方に傾けた状態
でバックレスト40を設けるとともに、該バックレスト
40から前方に突出する状態で支持部材41を設け、傾
斜角度調整機構の一部を構成する回動支持軸にバックレ
スト40の下端を接続して傾斜角度を調整可能とする。
Specifically, as shown in FIG. 6, a long member (for example, a channel steel material) having a U-shaped cross section is provided on a frame 39.
Are fixed parallel to each other as a rail portion 38, and a front member mounting table 36 is provided at a front end portion (left end in FIG. 6) of the rail portion 38 in a fixed state, and the front member mounting table 3 is fixed.
A rear member mounting table 37 is attached to the rear of the sixth member 6 so as to be movable in the front and rear direction. The front member mounting table 36 is provided with a backrest 40 in a state where the upper end is inclined rearward, and a support member 41 is provided in a state protruding forward from the backrest 40, so that the rotation member constituting a part of the inclination angle adjusting mechanism is provided. The lower end of the backrest 40 is connected to the dynamic support shaft so that the tilt angle can be adjusted.

【0028】支持部材41は、本実施形態では前方部材
2が略十字形なので、下方の凸部の左右に延在した下辺
をそれぞれ載せる棚板の部材で構成し、図2に示すよう
に、左右の支持部材41,41の内側の間隔内に凸部が
丁度嵌合することにより前方部材2の左右方向の位置合
わせができるようにしてある。そして、この支持部材4
1は、前方部材2の形状、サイズ等に応じて適宜にバッ
クレストに対する位置を調整でき、汎用性を有する。な
お、傾斜角度調整機構については、後方部材載置台37
にも設けてあるので、後述する。
In the present embodiment, the front member 2 is substantially cross-shaped, so that the supporting member 41 is a shelf member on which the lower sides extending left and right of the lower protruding portion are placed, respectively, as shown in FIG. The right and left positioning of the front member 2 can be performed by fitting the protrusions into the spaces between the left and right support members 41 and 41. And, this support member 4
1 can adjust the position with respect to the backrest appropriately according to the shape, size, and the like of the front member 2, and has versatility. In addition, regarding the inclination angle adjusting mechanism, the rear member mounting table 37 is used.
, Which will be described later.

【0029】一方、後方部材載置台37は、レール部3
8に沿って移動するスライダ44に取り付けられてスラ
イダ44と共に前後方向に移動可能であり、上端を後方
に傾けた状態でバックレスト45を設けるとともに、該
バックレスト45から前方に突出する状態で支持部材4
6を設け、傾斜角度調整機構の一部を構成する回動支持
軸にバックレスト45の下端を接続して傾斜角度を調整
可能とする。上記したスライダ44は、例えばレール部
38のコ字状溝内を転動する車輪47を備えた台車でも
よいし、或は滑動する部材でもよい。
On the other hand, the rear member mounting table 37 is
The backrest 45 is attached to the slider 44 that moves along with the slider 8 and is movable in the front-rear direction together with the slider 44. The backrest 45 is provided with its upper end inclined backward, and is supported in a state of protruding forward from the backrest 45. Member 4
6, the lower end of the backrest 45 is connected to a rotation support shaft that forms a part of the tilt angle adjusting mechanism so that the tilt angle can be adjusted. The slider 44 described above may be, for example, a bogie provided with wheels 47 that roll in the U-shaped groove of the rail portion 38, or may be a sliding member.

【0030】支持部材46は、本実施形態では後方部材
3が略十字形なので、下方の凸部の左右に延在した下辺
をそれぞれ載せる棚板の部材で構成し、左右の支持部材
46,46の内側の間隔内に凸部が丁度嵌合することに
より後方部材3の左右方向の位置合わせができるように
してある。
In this embodiment, since the rear member 3 has a substantially cross shape in the present embodiment, the supporting member 46 is constituted by a member of a shelf plate on which the lower side extending to the left and right of the lower convex portion is placed. The right and left positioning of the rear member 3 can be performed by just fitting the convex portion into the space inside the.

【0031】傾斜角度調整機構については、前方部材載
置台36と後方部材載置台37とのいずれに設けるもの
も基本的構造は同様でよく、前方部材載置台36側のも
のはフレーム39或はレール部38に取り付け、後方部
材載置台37側のものはスライダ44に取り付ける。そ
こで、後方部材載置台37側の構造について説明する。
The basic structure of the tilt angle adjusting mechanism provided on both the front member mounting table 36 and the rear member mounting table 37 may be the same, and the structure on the front member mounting table 36 side may be the frame 39 or the rail. The rear member mounting table 37 side is attached to the slider 44. Therefore, the structure of the rear member mounting table 37 will be described.

【0032】図7(a)に示す傾斜角度調整機構は、下
端を回動支持軸48に接続したバックレスト45の途中
に伸縮軸49の上端を軸着し、スライダ44の後部の軸
受50に上記伸縮軸49の下端を軸着したもので、伸縮
軸49の伸縮にはターンバックル51を用いたものであ
る。したがって、ターンバックル51を回転操作するこ
とにより伸縮軸49の長さを伸長するとバックレスト4
5が回動支持軸48を中心にして起き上がる方向に回動
して傾斜角度が減少し、一方、伸縮軸49の長さを短縮
するとバックレスト45が寝る方向に回動して傾斜角度
が増加する。この実施形態では、バックレスト45を支
える支持腕として機能する伸縮軸49の長さをターンバ
ックル51によって増減するようにしたが、支持腕の長
さを油圧シリンダによって伸縮するように構成してもよ
い。
The tilt angle adjusting mechanism shown in FIG. 7A has an upper end of a telescopic shaft 49 mounted on a backrest 45 whose lower end is connected to a rotation support shaft 48, and is attached to a bearing 50 at the rear of the slider 44. The lower end of the telescopic shaft 49 is pivotally mounted, and the telescopic shaft 49 is expanded and contracted using a turnbuckle 51. Therefore, when the length of the telescopic shaft 49 is extended by rotating the turnbuckle 51, the backrest 4
5 rotates in the rising direction around the rotation support shaft 48 to decrease the inclination angle, while when the length of the telescopic shaft 49 is reduced, the backrest 45 rotates in the sleeping direction to increase the inclination angle. I do. In this embodiment, the length of the telescopic shaft 49 functioning as a support arm that supports the backrest 45 is increased or decreased by the turnbuckle 51. However, the length of the support arm may be expanded or contracted by a hydraulic cylinder. Good.

【0033】図7(b)に示す傾斜角度調整機構は、バ
ックレスト45の途中に支持腕52の上端を軸着し、こ
の支持腕52の下端をスライダ44側に止着する止着部
53…を前後方向に複数設けておき、この止着位置を変
化させることによりバックレスト45の傾斜角度を調整
するように構成したものである。なお、それぞれの止着
部53…に傾斜角度を数値或は記号等によって記してお
くことが望ましい。
A tilt angle adjusting mechanism shown in FIG. 7B is provided with a fixing portion 53 for pivotally mounting the upper end of the support arm 52 in the middle of the backrest 45 and fixing the lower end of the support arm 52 to the slider 44 side. Are provided in the front-rear direction, and the inclination angle of the backrest 45 is adjusted by changing the fastening position. In addition, it is desirable that the inclination angle is written in each of the fastening portions 53 by a numerical value, a symbol, or the like.

【0034】図7(c)に示す傾斜角度調整機構は、バ
ックレスト45の下端を接続する回動支持軸48に略扇
形のウォームホイール55を固定し、このウォームホイ
ール55にウォームギア56を噛み合せ、ウォームギア
56をステップモータ57等の駆動源により回転するよ
うに構成したものである。したがって、ステップモータ
57を所定の回転数だけ回転すると、この回転数に応じ
てウォームホイール55が回動し、これにより回動支持
軸48がバックレスト45と共に回動する。この様に構
成すると、ステップモータ57の回転数を制御すること
によりバックレスト45の傾斜角度を電子的に制御する
ことができ、使い勝手が向上する。なお、ステップモー
タ57に代えて、一般的なモータなどの駆動源を使用し
ても、或はハンドルを設けて手動で回転駆動するように
構成してもよい。
In the tilt angle adjusting mechanism shown in FIG. 7C, a substantially fan-shaped worm wheel 55 is fixed to a rotation support shaft 48 connecting the lower end of the backrest 45, and a worm gear 56 is engaged with the worm wheel 55. The worm gear 56 is configured to be rotated by a drive source such as a step motor 57. Therefore, when the step motor 57 is rotated by a predetermined number of rotations, the worm wheel 55 is rotated according to the number of rotations, whereby the rotation support shaft 48 is rotated together with the backrest 45. With this configuration, the tilt angle of the backrest 45 can be electronically controlled by controlling the rotation speed of the step motor 57, and the usability is improved. It should be noted that a drive source such as a general motor may be used instead of the step motor 57, or a rotation may be manually provided by providing a handle.

【0035】また、この実施形態では、スライダ44に
ボールスプライン57を固定し、このボールスプライン
57に螺合する雄ねじ杆58の一端をステップモータ5
9等の駆動源に接続し、このステップモータ59の回転
駆動により雄ねじ杆58を回転し、この回転によりボー
ルスプライン57が前後移動するようにした移動駆動機
構を備えている。この様な構成からなる移動駆動機構を
備えると、ステップモータ59の回転数を制御すること
によりスライダ44の移動量を制御することができるの
で、作業を容易に行なうことができる。なお、ステップ
モータ59に代えて、一般的なモータなどの駆動源を使
用しても、或はハンドルを設けて手動で回転駆動するよ
うに構成してもよい。
In this embodiment, a ball spline 57 is fixed to the slider 44 and one end of a male screw rod 58 screwed to the ball spline 57 is connected to the step motor 5.
9 is connected to a drive source such as the drive motor 9, and the stepping motor 59 is rotated to rotate the male screw rod 58, and the rotation causes the ball spline 57 to move forward and backward. When the moving drive mechanism having such a configuration is provided, the amount of movement of the slider 44 can be controlled by controlling the number of rotations of the step motor 59, so that the operation can be easily performed. It should be noted that a drive source such as a general motor may be used instead of the step motor 59, or a configuration may be adopted in which a handle is provided and the rotary drive is performed manually.

【0036】次に、ブロック組立装置35を使用して現
場で擁壁用ブロック1を組み立てる手順について説明す
る。まず、準備段階として各バックレスト40,45の
傾斜角度を前記傾斜角度調整機構の操作により当該現場
の擁壁の勾配(傾斜角度)に調整し、後方部材載置台3
7を所定の位置(前方部材2と後方部材3とが所定間隔
だけ離隔する位置)よりも後退させる。そして、前方部
材載置台36の支持部材41上に前方部材2を、後方部
材載置台37の支持部材46上に後方部材3をそれぞれ
引っ掛けるようにして載せる。この場合、前記した様
に、左右の支持部材の間隔が各部材の凸部の幅に応じて
配置してあるので、各部材2,3を載せると、それぞれ
の左右位置が所定位置に定まる。また、載せた前方部材
2,後方部材3の各ジョイント部材7,22は、各載置
台36,37の傾斜角度を擁壁の勾配に合わせて傾斜さ
せているので、水平方向に延在するとともに、同じ高さ
に位置している。なお、前方,後方部材2,3を載せる
際にはクレーン等を使用することが望ましい。
Next, a procedure for assembling the retaining wall block 1 on site using the block assembling apparatus 35 will be described. First, as a preparation stage, the inclination angles of the backrests 40 and 45 are adjusted to the inclination (inclination angle) of the retaining wall at the site by operating the inclination angle adjusting mechanism, and the rear member mounting table 3 is adjusted.
7 is retracted from a predetermined position (a position where the front member 2 and the rear member 3 are separated by a predetermined distance). Then, the front member 2 is mounted on the support member 41 of the front member mounting table 36, and the rear member 3 is mounted on the support member 46 of the rear member mounting table 37. In this case, as described above, since the interval between the left and right support members is arranged according to the width of the convex portion of each member, when each of the members 2 and 3 is placed, the respective left and right positions are determined at predetermined positions. Also, the joint members 7, 22 of the placed front member 2 and rear member 3 have the inclination angles of the mounting tables 36, 37 in accordance with the inclination of the retaining wall, so that they extend in the horizontal direction. , Are located at the same height. When the front and rear members 2 and 3 are placed, it is desirable to use a crane or the like.

【0037】次に、一方のジョイント部材に連結部材4
の一端を固定する。例えば、前部ジョイント部材7の後
端部分を連結部材4の先端開口部内に挿入し、フランジ
10,30同士が当接するまで十分に挿入してボルト孔
11,31同士を連通させ、この連通したボルト孔1
1,31内にボルトを通してナットを締め付け、これに
よりフランジ11,30同士を締着、即ち前部ジョイン
ト部材7に連結部材4の前端を固定する。なお、固定し
た状態では連結部材4が水平方向に延在する。
Next, the connecting member 4 is connected to one of the joint members.
One end of is fixed. For example, the rear end portion of the front joint member 7 is inserted into the opening at the front end of the connecting member 4, and is sufficiently inserted until the flanges 10 and 30 come into contact with each other so that the bolt holes 11 and 31 communicate with each other. Bolt hole 1
The nuts are tightened by passing bolts through the insides 1, 31, whereby the flanges 11, 30 are fastened to each other, that is, the front end of the connecting member 4 is fixed to the front joint member 7. In a fixed state, the connecting member 4 extends in the horizontal direction.

【0038】この状態で後方部材載置台37を所定位置
の少し手前まで前進させて、連結部材4の後端開口部内
に後部ジョイント部材22の先端部分を挿入し、さらに
後方部材載置台37を前進させて連結部材4のフランジ
30に後部ジョイント部材22のフランジ23を当接し
てボルト孔24,31同士を連通させる。そして、この
連通したボルト孔24,31内にボルトを通してナット
を締め付け、これによりフランジ24,30同士を締
着、即ち連結部材4の後端に後部ジョイント部材22の
前端を固定する。なお、連結部材4及び後部ジョイント
部材22が水平方向に延在すると共に、同じ高さに位置
しているので、後部ジョイント部材22の先端部分が連
結部材4の後端開口部内に円滑に嵌合する。
In this state, the rear member mounting table 37 is advanced to a position slightly before the predetermined position, the front end of the rear joint member 22 is inserted into the rear end opening of the connecting member 4, and the rear member mounting table 37 is further advanced. Then, the flange 23 of the rear joint member 22 is brought into contact with the flange 30 of the connecting member 4 so that the bolt holes 24 and 31 communicate with each other. Then, a nut is tightened by passing a bolt into the communicating bolt holes 24, 31, thereby tightening the flanges 24, 30, that is, fixing the front end of the rear joint member 22 to the rear end of the connecting member 4. Since the connecting member 4 and the rear joint member 22 extend in the horizontal direction and are located at the same height, the front end portion of the rear joint member 22 fits smoothly into the rear end opening of the connecting member 4. I do.

【0039】この様にして前方部材2と後方部材3とを
連結部材4により接続して一体化すると、前方,後方部
材2,3の両部材の間に所定寸法の空隙20が形成され
る。また、後部ジョイント部材22の後部空部25と連
結部材4の中空部32と前部ジョイント部材7の前部空
部13とが一連に連通される。したがって、この連通し
た空部を、後方部材3の裏側の水を前方部材2の前面に
排水する排水用流路として使用する場合には、前部ジョ
イント部材7の前方の肉薄部14、後部ジョイント部材
22の後方の肉薄部26をそれぞれ打破して開口して、
後方部材3の後面から前方部材2の前面まで貫通させ
る。
When the front member 2 and the rear member 3 are connected and integrated by the connecting member 4 in this manner, a gap 20 having a predetermined size is formed between the front and rear members 2 and 3. In addition, the rear space 25 of the rear joint member 22, the hollow portion 32 of the connecting member 4, and the front space 13 of the front joint member 7 are communicated in series. Therefore, when this communicating empty portion is used as a drain passage for draining water on the back side of the rear member 3 to the front surface of the front member 2, the thin portion 14 in front of the front joint member 7 and the rear joint The thin portions 26 behind the member 22 are broken down and opened, respectively,
It penetrates from the rear surface of the rear member 3 to the front surface of the front member 2.

【0040】この様にして擁壁用ブロック1を組み立て
たならば、この一体化したブロック1をクレーン等を使
用して組立装置35から取り外し、施工現場の所定の位
置に設置する。例えば、予め構築した基礎上に一段目の
ブロック1を並べて設置し、この一段目のブロック1…
上に二段目のブロック1…を積み上げ、その後、順次積
み重ねる。なお、一体化したブロック1をクレーンによ
って吊り下げる場合、連結部材4にワイヤーロープ等を
掛けたりすることができるので、作業性が良い。
After assembling the retaining wall block 1 in this manner, the integrated block 1 is removed from the assembling apparatus 35 using a crane or the like, and installed at a predetermined position on the construction site. For example, the first-stage blocks 1 are arranged side by side on a pre-constructed foundation, and the first-stage blocks 1.
The second blocks 1 are stacked on top, and then sequentially stacked. When the integrated block 1 is hung by a crane, a wire rope or the like can be hung on the connecting member 4, so that workability is good.

【0041】ブロック1を積み上げたり、ブロック1の
空隙20内にコンクリートを打設する場合に作業者は足
場上を移動するが、この足場は、設置したブロック1…
の足場支持具用受部15に足場支持具の基端を取り付
け、この足場支持金具間に足場板を架け渡すだけで簡単
に構築することができる。また、擁壁の裏側に足場を構
築する場合にも、排除する土砂の量は遥かに少なくて済
む。したがって、従来の擁壁用ブロックを積み重ねる場
合とは異なり、本発明に係る擁壁用ブロック1を使用す
れば、足場の組立解体作業を極めて容易に行なうことが
でき、しかも積み上げた段数に応じた足場を造ることが
できるので、作業性が良好である。
When stacking the blocks 1 or placing concrete in the gaps 20 of the blocks 1, the worker moves on the scaffold.
By simply attaching the base end of the scaffolding support to the scaffolding support receiving portion 15 of the above, the scaffolding plate can be easily bridged between the scaffolding support brackets. Also, when scaffolding is constructed behind the retaining wall, much less earth and sand must be removed. Therefore, unlike the case where the conventional retaining wall blocks are stacked, the use of the retaining wall block 1 according to the present invention makes it possible to extremely easily assemble and disassemble the scaffold, and furthermore, according to the number of stacked stages. Since a scaffold can be formed, workability is good.

【0042】この様にして擁壁を構築したならば、この
擁壁の裏側に石を詰めるとともに土砂の埋め戻しを行な
うが、ブロック1…の後面に透水性材を添設してもよ
い。例えば、発泡ポリスチレン粒を僅かな隙間を確保し
ながら付着して板状体とした透水性発泡ポリスチレン板
60を添設してもよい。この発泡ポリスチレン板を擁壁
用ブロック1に添設するには、予め後方部材3の後面か
ら突起を出しておき、この突起に引っ掛けてもよいし、
接着剤によって接着してもよい。また、後方部材3を成
型する際に、打設したコンクリートの養生が終了する前
に付着させ、コンクリートの硬化によって固定してもよ
い。この様な透水性材を使用すると、石を詰める量が少
なくなったり、或は石を詰める必要がなくなるので、作
業の省力化を図ることができる。
When the retaining wall is constructed in this way, the back side of the retaining wall is filled with stones and backfilled with earth and sand, but a water permeable material may be added to the rear surface of the blocks 1. For example, a water-permeable expanded polystyrene plate 60 formed by attaching foamed polystyrene particles while securing a small gap to form a plate-like body may be provided. In order to attach the expanded polystyrene plate to the retaining wall block 1, a protrusion may be previously projected from the rear surface of the rear member 3 and may be hooked on the protrusion.
It may be adhered by an adhesive. Further, when the rear member 3 is molded, the rear member 3 may be adhered before curing of the poured concrete is completed, and fixed by hardening the concrete. When such a water-permeable material is used, the amount of stuffing of stones is reduced, or it is not necessary to stuff stones, so that labor can be saved.

【0043】なお、前記した実施形態においては、前
部,後部ジョイント部材7,22と連結部材4との間の
接続を、いずれもフランジ同士をボルト・ナットで締結
することにより接続するように構成したが、本発明にお
けるジョイント部材と連結部材4との接続構造はこれに
限定されるものではなく、適宜設計変更することができ
る。例えば、ジョイント部材と連結部材4をパイプ材で
構成し、接続する部分にネジを形成し、このネジにより
螺合接続するようにしてもよい。また、前方部材載置台
36と後方部材載置台37は、それぞれ別個に傾斜角度
調整機構を設けて別個に角度調整できるように構成して
もよいし、一方にだけ傾斜角度調整機構を設けてもよ
い。
In the above-described embodiment, the connection between the front and rear joint members 7, 22 and the connecting member 4 is made by connecting the flanges with bolts and nuts. However, the connection structure between the joint member and the connecting member 4 in the present invention is not limited to this, and the design can be changed as appropriate. For example, the joint member and the connecting member 4 may be formed of a pipe material, a screw may be formed at a portion to be connected, and the screw may be screw-connected. In addition, the front member mounting table 36 and the rear member mounting table 37 may be provided with separate tilt angle adjusting mechanisms so that the angles can be adjusted separately, or only one of them may be provided with the tilt angle adjusting mechanism. Good.

【0044】[0044]

【発明の効果】以上説明したように本発明によれば、以
下の効果を奏する。請求項1の発明は、前方部材の後面
には、連結部材の中空部に連通可能な前部空部を形成し
前部ジョイント部材を設け、後方部材の前面には、連
結部材の中空部に連通可能な後部空部を形成した後部ジ
ョイント部材を設け、中空パイプの連結部材を前部ジョ
イント部材及び後部ジョイント部材に接続することによ
り後部ジョイント部材の後部空部と連結部材の中空部と
前部ジョイント部材の前部空部とを一連に連通させると
ともに、間に空隙を形成した状態で前方部材と後方部材
とを一体化するので、工場では別個に製造して半完成の
状態で現場まで搬送することができ、現場で組み立てて
一体化したブロックとして完成させることができる。し
たがって、大型の擁壁用ブロックであっても一体化する
前は嵩張ることがなく、このため積み重ねるなどして、
同じ大きさのトラックを使用したとしても効率良く搬送
することができる。このため、従来の同じサイズのブロ
ックと比較して搬送の手間を軽減することができる。ま
た、このブロックは一体化する前は嵩張らないので、工
場においては養生スペースやその後の保管スペースを著
しく節約することができる。そして、施工現場では作業
の進行に合わせて当面必要な数だけ組み立てれば良いの
で、完成品の保管スペースも大幅に節約することが可能
である。
According to the present invention as described above, the following effects can be obtained. According to the first aspect of the present invention, a front space is formed on the rear surface of the front member so as to communicate with the hollow portion of the connecting member.
The front joint member is provided with, on the front surface of the rear member, communicating
A rear joint member having a rear space that can communicate with the hollow portion of the connecting member is provided, and the connecting member of the hollow pipe is connected to the front joint.
By connecting to the point and rear joint members
Of the rear joint member and the hollow portion of the connecting member
When the front space of the front joint member is connected in series
In both cases, a front member and a rear member are
Are integrated , so that they can be manufactured separately at the factory and transported to the site in a semi-finished state, and can be assembled at the site and completed as an integrated block. Therefore, even if it is a large retaining wall block, it does not become bulky before being integrated,
Even if trucks of the same size are used, they can be transported efficiently. For this reason, it is possible to reduce the labor of transportation as compared with the conventional block of the same size. Further, since this block is not bulky before being integrated, a curing space and a subsequent storage space can be remarkably saved in a factory. At the construction site, only the required number may be assembled for the time being according to the progress of the work, so that the storage space for the finished product can be greatly reduced.

【0045】また、一連に連通した空部を、後方部材の
裏側の水を前方部材の前面に排水する排水用流路とした
ので、連結部材は、本来の接続材としての機能の他に排
水用流路としての機能も兼ね備えることになる。したが
って、排水用流路を別途造る手間を省くことができ、作
業の能率を向上することができる。
Further, since the vacant space communicated in series is used as a drainage channel for draining water on the back side of the rear member to the front surface of the front member, the connecting member has a drainage function in addition to its original function as a connecting member. It also has a function as a flow path for use. Therefore, it is possible to save the trouble of separately forming the drain passage, and it is possible to improve the work efficiency.

【0046】請求項2の発明では、足場支持具用受部を
ブロック自体に設けたので、足場を簡単な作業で確保す
ることができ、また、施工後は簡単に取り外すことがで
きる。したがって、別途足場用の櫓を組み立てたり、分
解したりする手間を省くことができる。また、擁壁の裏
側に足場を構築する場合にも、排除する土砂の量は遥か
に少なくて済む。したがって、従来の擁壁用ブロックを
積み重ねる場合とは異なり、本発明に係る擁壁用ブロッ
クを使用すれば、足場の組立解体作業を極めて容易に行
なうことができ、しかも積み上げた段数に応じた足場を
造ることができるので、作業性が良好である。
According to the second aspect of the present invention, since the scaffold support receiving portion is provided on the block itself, the scaffold can be secured by a simple operation, and can be easily removed after construction. Therefore, the trouble of assembling and disassembling the tower for scaffolding separately can be saved. Also, when scaffolding is constructed behind the retaining wall, much less earth and sand must be removed. Therefore, unlike the conventional case in which the retaining wall blocks are stacked, the use of the retaining wall block according to the present invention makes it possible to extremely easily assemble and disassemble the scaffold, and furthermore, the scaffold according to the number of stacked stages. Therefore, the workability is good.

【0047】請求項3の発明では、前方部材載置台と後
方部材載置台と、前後に配置した載置台の少なくとも一
方を前後方向に移動可能な状態で支持するレール部とを
備えたので、前方部材と後方部材との間隔を調整して前
部ジョイント部材に連結部材の前部を、後部ジョイント
部材に連結部材の後部をそれぞれ容易に接続することが
できる。したがって、重いコンクリートの前方部材と後
方部材との組み付け作業も重量の割に容易に行なうこと
ができる。また、前方部材と後方部材との間の空隙寸法
の一定化を図ることができる。したがって、現場組立式
のブロックであっても、積み上げた際の寸法誤差を小さ
くすることができる。
According to the third aspect of the present invention, the front member mounting table, the rear member mounting table, and the rail portion for supporting at least one of the mounting tables arranged in the front and rear directions so as to be movable in the front and rear direction are provided. By adjusting the distance between the member and the rear member, the front part of the connecting member can be easily connected to the front joint member, and the rear part of the connecting member can be easily connected to the rear joint member. Therefore, the assembling work between the front member and the rear member made of heavy concrete can be easily performed for the weight. Further, the dimension of the gap between the front member and the rear member can be made constant. Therefore, even if the blocks are field-assembled, the dimensional error when they are stacked can be reduced.

【0048】請求項4の発明では、前方部材載置台及び
後方部材載置台の少なくとも一方の傾斜角度を調整する
傾斜角度調整機構を備えたので、前方部材及び後方部材
を擁壁の勾配に応じた傾斜角度の傾斜状態で接続して一
体化することができる。したがって、ジョイント部材と
連結部材との接続作業を円滑に行なうことができる。ま
た、組み立てたブロックの傾斜角度を設計した通りの傾
斜に正確、且つ容易に合わせることができる。
According to the fourth aspect of the present invention, since the tilt angle adjusting mechanism for adjusting the tilt angle of at least one of the front member mounting table and the rear member mounting table is provided, the front member and the rear member are adapted to the inclination of the retaining wall. They can be connected and integrated in a state of inclination at an inclination angle. Therefore, the connection work between the joint member and the connection member can be performed smoothly. Further, the inclination angle of the assembled block can be accurately and easily adjusted to the inclination as designed.

【図面の簡単な説明】[Brief description of the drawings]

【図1】組み立てた状態における擁壁用ブロックの右側
面図である。
FIG. 1 is a right side view of a retaining wall block in an assembled state.

【図2】図1に示す擁壁用ブロックの装飾部を省略した
正面図である。
FIG. 2 is a front view of the retaining wall block shown in FIG. 1 with a decorative portion omitted.

【図3】図1に示す擁壁用ブロックの平面図である。FIG. 3 is a plan view of the retaining wall block shown in FIG. 1;

【図4】(a)はジョイント部材の一部欠截側面図、
(b)はジョイント部材の正面図である。
FIG. 4A is a partially cutaway side view of a joint member;
(B) is a front view of a joint member.

【図5】連結部材の一部欠截断面図である。FIG. 5 is a partially cutaway sectional view of a connecting member.

【図6】ブロック組立装置の概略構成を示す側面図であ
る。
FIG. 6 is a side view showing a schematic configuration of a block assembling apparatus.

【図7】(a)はターンバックル式伸縮軸を使用した傾
斜角度調整機構の概略構成図、(b)は支持腕の止着位
置を変更する方式の傾斜角度調整機構の概略構成図、
(c)はウォームギアを用いた方式の傾斜角度調整機構
の概略構成図である。
FIG. 7A is a schematic configuration diagram of a tilt angle adjusting mechanism using a turnbuckle type telescopic shaft, FIG. 7B is a schematic configuration diagram of a tilt angle adjusting mechanism of a method of changing a fixing position of a support arm,
FIG. 4C is a schematic configuration diagram of a tilt angle adjusting mechanism using a worm gear.

【符号の説明】[Explanation of symbols]

1 擁壁用ブロック 2 前方部材 3 後方部材 4 連結部材 5 装飾部 6 埋設部 7 前部ジョイント部材 10 フランジ 11 ボルト孔 12 太径部 13 前部空部 14 肉薄部分 15 足場支持具用受部 20 ブロックの空隙 21 埋設部 22 後部ジョイント部材 23 フランジ 24 ボルト孔 25 後部空部 26 肉薄部分 27 足場支持具用受部 30 フランジ 31 ボルト孔 32 中空部 35 ブロック組立装置 36 前方部材載置台 37 後方部材載置台 38 レール部 39 フレーム 40 バックレスト 41 支持部材 44 スライダ 45 バックレスト 46 支持部材 47 車輪 48 回動支持軸 49 伸縮軸 50 軸受 51 ターンバックル 52 支持腕 55 ウォームホイール 56 ウォームギア 57 ボールスプライン 58 雄ねじ杆 60 透水性発泡ポリスチレン板 REFERENCE SIGNS LIST 1 retaining wall block 2 front member 3 rear member 4 connecting member 5 decorative part 6 buried part 7 front joint member 10 flange 11 bolt hole 12 large diameter part 13 front empty part 14 thin part 15 receiving part for scaffold support 20 Block gap 21 Buried portion 22 Rear joint member 23 Flange 24 Bolt hole 25 Rear space 26 Thin portion 27 Receiving portion for scaffold support 30 Flange 31 Bolt hole 32 Hollow portion 35 Block assembly device 36 Front member mounting table 37 Rear member mounting Table 38 Rail part 39 Frame 40 Backrest 41 Support member 44 Slider 45 Backrest 46 Support member 47 Wheel 48 Rotation support shaft 49 Telescopic shaft 50 Bearing 51 Turnbuckle 52 Support arm 55 Worm wheel 56 Worm gear 57 Ball spline 58 Male screw rod 60 Water permeability Foam polystyrene plate

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 別個に成型したコンクリート製の前方部
材と、その後方に間隔を配して配置する後方部材と、上
記間隔を通して配設されて前方部材と後方部材とを接続
する中空パイプの連結部材とからなる擁壁用ブロックで
あって、 前方部材の後面には、連結部材の中空部に連通可能な前
部空部を形成した前部ジョイント部材を設け、 後方部材の前面には、連結部材の中空部に連通可能な後
部空部を形成した後部ジョイント部材を設け、連結部材を前部ジョイント部材及び後部ジョイント部材
に接続することにより後部ジョイント部材の後部空部と
連結部材の中空部と前部ジョイント部材の前部空部とを
一連に連通させるとともに、間に空隙を形成した状態で
前方部材と後方部材とを一体化し、一連に連通した上記
空部を、後方部材の裏側の水を前方部材の前面に排水す
る排水用流路とした ことを特徴とする擁壁用ブロック。
1. A separately formed concrete front member, a rear member disposed behind and spaced from the concrete front member, and a connection between a hollow pipe disposed through the space and connecting the front member and the rear member. A block for a retaining wall comprising a member and a rear surface of the front member, the front surface of which can communicate with the hollow portion of the connecting member.
A front joint member having a hollow portion is provided, and a front surface of the rear member is provided with a rear portion capable of communicating with the hollow portion of the connecting member.
A rear joint member having a hollow portion is provided, and the connecting member is a front joint member and a rear joint member.
By connecting to the rear empty space of the rear joint member
The hollow part of the connecting member and the front empty part of the front joint member
While communicating in series, with a gap formed between
The front member and the rear member are integrated and connected in series.
Drain water from the back of the rear member to the front of the front member.
A retaining wall block characterized by a drainage channel .
【請求項2】 前方部材の表面側に足場支持具用受部を
設けたことを特徴とする請求項1に記載の擁壁用ブロッ
ク。
2. The retaining wall block according to claim 1 , wherein a scaffold support receiving portion is provided on the front side of the front member.
【請求項3】 後面に前部ジョイント部材を設けたコン
クリート製の前方部材を載せる前方部材載置台と、 前面に後部ジョイント部材を設けた後方部材を載せる後
方部材載置台と、 前後に配置した上記前方部材載置台と後方部材載置台と
の少なくとも一方を前後方向に移動可能な状態で支持す
るレール部と、 を備え、前方部材と後方部材との間隔を調整して前部ジ
ョイント部材に連結部材の前部を、後部ジョイント部材
に連結部材の後部をそれぞれ接続することにより前方部
材と後方部材とを組み付けることを特徴とする擁壁用ブ
ロックの組立装置。
3. A front member mounting table for mounting a concrete front member provided with a front joint member on the rear surface, a rear member mounting table for mounting a rear member provided with a rear joint member on the front surface, and A rail portion that supports at least one of the front member mounting table and the rear member mounting table so as to be movable in the front-rear direction, and adjusts a gap between the front member and the rear member to connect to the front joint member. A front part and a rear part are connected to each other by connecting a rear part of a connecting member to a rear joint member.
【請求項4】 前方部材載置台及び後方部材載置台の少
なくとも一方の傾斜角度を調整する傾斜角度調整機構を
備え、前方部材及び後方部材を擁壁の勾配に応じた傾斜
角度の傾斜状態で接続して一体化するようにしたことを
特徴とする請求 項3に記載の擁壁用ブロックの組立装
置。
4. An inclination adjusting mechanism for adjusting an inclination angle of at least one of the front member mounting table and the rear member mounting table, wherein the front member and the rear member are connected in an inclined state at an inclination angle corresponding to the inclination of the retaining wall. 4. The apparatus for assembling a retaining wall block according to claim 3, wherein the retaining wall block is integrated.
JP8356064A 1996-12-25 1996-12-25 Block for retaining wall and its assembling device Expired - Fee Related JP3065548B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8356064A JP3065548B2 (en) 1996-12-25 1996-12-25 Block for retaining wall and its assembling device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8356064A JP3065548B2 (en) 1996-12-25 1996-12-25 Block for retaining wall and its assembling device

Publications (2)

Publication Number Publication Date
JPH10183646A JPH10183646A (en) 1998-07-14
JP3065548B2 true JP3065548B2 (en) 2000-07-17

Family

ID=18447145

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8356064A Expired - Fee Related JP3065548B2 (en) 1996-12-25 1996-12-25 Block for retaining wall and its assembling device

Country Status (1)

Country Link
JP (1) JP3065548B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6128456B1 (en) * 2017-02-16 2017-05-17 譲二 山下 Construction method of decorative covering protective wall for reinforced embankment wall
JP6137431B1 (en) * 2017-03-10 2017-05-31 譲二 山下 Connecting member for constructing decorative covering protective wall of reinforced embankment wall
JP7115787B1 (en) * 2021-06-18 2022-08-09 中里産業株式会社 Assembly Method of Large Retaining Wall Blocks Using Assembly Equipment for Large Retaining Wall Blocks

Also Published As

Publication number Publication date
JPH10183646A (en) 1998-07-14

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