JP2000001863A - Balancing-toy bearing body for installing large-sized concrete block - Google Patents
Balancing-toy bearing body for installing large-sized concrete blockInfo
- Publication number
- JP2000001863A JP2000001863A JP13882199A JP13882199A JP2000001863A JP 2000001863 A JP2000001863 A JP 2000001863A JP 13882199 A JP13882199 A JP 13882199A JP 13882199 A JP13882199 A JP 13882199A JP 2000001863 A JP2000001863 A JP 2000001863A
- Authority
- JP
- Japan
- Prior art keywords
- block
- concrete block
- bottom plate
- foundation surface
- projecting section
- 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.)
- Granted
Links
Landscapes
- Retaining Walls (AREA)
- Sewage (AREA)
- Revetment (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、擁壁、排水溝、排
水トンネルなどを作るときに使用する擁壁ブロック、排
水溝ブロック、柵渠溝ブロック、ボックスカルバートな
どの大型コンクリートブロックの設置用ヤジロベー支承
体に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a jiberobe for installing large concrete blocks such as retaining wall blocks, drainage gutter blocks, fence ditch blocks, and box culverts used for forming retaining walls, drains, drainage tunnels and the like. It is about the bearing.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】従来、
例えば擁壁ブロックを施工するに当たっては、この擁壁
ブロックをトラックレーンなどで基礎面上に降ろし、所
定の位置に前後を合わせて隣のコンクリートブロックと
並べた上、擁壁板の左右側端部同志を正しく突き合わせ
ていたが、基礎面上が必ずしも平らでないから夫々の擁
壁板の左右側縁を正しく突き合わせた上擁壁板の前面を
面一に並べることは極めて困難であった。2. Description of the Related Art
For example, when constructing a retaining wall block, lower this retaining wall block on a foundation surface with a track lane, etc., align it with the next concrete block in front and rear at a predetermined position, and Although the comrades were correctly butted, it was extremely difficult to line up the front faces of the upper retaining wall boards where the right and left side edges of each retaining wall board were correctly abutted because the base surface was not always flat.
【0003】そのため施工の都度擁壁ブロックをトラッ
ククレーンなどで吊り上げ、基礎面と底板との間に介在
物を介入し、押動して側縁を正しく突き合わせ且つ擁壁
板の前面が面一になるように是正しているが、この擁壁
ブロックが大型であるため大変厄介な作業となり、それ
だけ作業能率を低下させる欠点があった。For this reason, each time the construction is carried out, the retaining wall block is lifted by a truck crane or the like, an intervening object is interposed between the foundation surface and the bottom plate, and is pushed to make the side edges correctly abut and the front surface of the retaining wall plate is flush. However, since this retaining wall block is large, it is very troublesome work and there is a drawback that the work efficiency is reduced accordingly.
【0004】そこで、本発明者は、特公平7−7242
0号のようにコンクリートブロックの底板の下面重心位
置に突部を設け、クレーンなどを使用することなく、こ
の突部を支点にして基礎面上でコンクリートブロックを
揺動したり、ずり動かしたりして容易に所定位置に正し
く設置することのできるコンクリートブロックを提案
し、これが非常に好評を得ている。Accordingly, the present inventor has proposed a technique disclosed in Japanese Patent Publication No. 7-7242.
As in No. 0, a projection is provided at the center of gravity of the lower surface of the bottom plate of the concrete block, and the concrete block can be rocked or moved on the foundation surface using this projection as a fulcrum without using a crane. Concrete blocks that can be easily and correctly installed in a predetermined position have been proposed, and have been very well received.
【0005】本発明は、コンクリートブロックの底板下
面に突部を設けるのではなく、基礎面上に突部を設ける
着想に基づいてコンクリートブロックの施工を実施した
結果、この方法が施工的にも能率的にも非常に素晴らし
い結果が得られることを見い出し、この大型コンクリー
トブロックの設置用ヤジロベー支承体を提案するもので
ある。According to the present invention, concrete blocks are constructed based on the idea of providing protrusions on the foundation surface, instead of providing protrusions on the lower surface of the bottom plate of the concrete block. The present inventors have found that very excellent results can be obtained from the standpoint of the present invention, and propose a Yazirobe support for the installation of this large concrete block.
【0006】[0006]
【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。The gist of the present invention will be described with reference to the accompanying drawings.
【0007】基礎面1に載置する支承板bの略中心部に
コンクリートブロックaの重心部若しくは近傍を支承し
てコンクリートブロックaにヤジロベー作用を付加する
突部3Aを立設したことを特徴とする大型コンクリート
ブロックの設置用ヤジロベー支承体に係るものである。A protrusion 3A is provided substantially at the center of the support plate b placed on the base surface 1 to support the center of gravity of the concrete block a or in the vicinity thereof and to add a jibby effect to the concrete block a. The present invention relates to a jijirobei bearing body for installing a large concrete block.
【0008】[0008]
【発明の実施の形態】最良と考える本発明の実施の形態
(発明をどのように実施するか)を、図面に基づいてそ
の作用効果を示して簡単に説明する。BEST MODE FOR CARRYING OUT THE INVENTION A preferred embodiment of the present invention (how to implement the invention), which is considered to be the best, will be briefly described with reference to the drawings, showing the operational effects thereof.
【0009】基礎面1上に支承板bを載置し、この支承
板bに立設した突部3A上にコンクリートブロックaの
下面の重心部若しくは近傍を合わせるようにしてコンク
リートブロックaを載置すると、この突部3Aを支点と
するヤジロベー作用によりコンクリートブロックaを揺
り動かしたり、ずり動かすことができ、コンクリートブ
ロックaを常に正しい位置並びに正しい状態に是正する
ことが簡易に行い得ることとなる。A bearing plate b is placed on the base surface 1, and a concrete block a is placed on the projection 3A standing on the bearing plate b so that the center of gravity or the vicinity of the lower surface of the concrete block a is aligned. Then, the concrete block a can be rocked or sheared by the jirobe action using the projection 3A as a fulcrum, and the concrete block a can always be easily corrected to the correct position and correct state.
【0010】[0010]
【実施例】図面は、本発明の好適な実施の一例を示した
もので、大型のコンクリートブロックaを設置する基礎
面1のコンクリートブロックaの下面重心位置2若しく
は近傍が当接する位置に突部3Aを突設した支承板bを
載置し、この支承板bの突部3A上にコンクリートブロ
ックaの重心位置2若しくは近傍を合わせるようにして
コンクリートブロックaを載置し、コンクリートブロッ
クaの底板4を所定の水平状態若しくは傾斜状態に保持
せしめ、基礎面1とコンクリートブロックaの底板4の
下面との間隙5にコンクリートモルタル,セメントモル
タル,樹脂モルタルなどの硬化剤7を充填して基礎面1
上にコンクリートブロックaを設置したものである。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 shows a preferred embodiment of the present invention, in which a projection is provided at a position where the lower surface center of gravity position 2 of the concrete block a of the base surface 1 on which the large concrete block a is installed or the vicinity thereof abuts. A support plate b on which the protrusion 3A is protruded is placed, and the concrete block a is placed on the protrusion 3A of the support plate b so that the center of gravity 2 of the concrete block a or the vicinity thereof is aligned with the bottom plate of the concrete block a. 4 is held in a predetermined horizontal or inclined state, and a gap 5 between the base surface 1 and the lower surface of the bottom plate 4 of the concrete block a is filled with a hardening agent 7 such as concrete mortar, cement mortar, resin mortar, and the like.
The concrete block a is installed on the top.
【0011】図2は、突部3Aを突設した支承板bの一
例を示したもので、方形状の支承板bのほぼ中心部に頂
部が湾曲面状に形成された突部3Aを立設して構成して
いる。FIG. 2 shows an example of a support plate b having a protrusion 3A protruding therefrom. The protrusion 3A having a curved top is formed substantially at the center of the rectangular support plate b. It is set up and configured.
【0012】この突部3Aの突出高さについては、支承
したコンクリートブロックaを良好に揺動せる高さが必
要であるが、コンクリートブロックaの大きさに応じて
適宜設計可能である。The projecting height of the projection 3A needs to be high enough to swing the supported concrete block a satisfactorily, but can be appropriately designed according to the size of the concrete block a.
【0013】本実施例では、図3に示すように、基礎面
1にコンクリートブロックaを設置するための墨付18を
すると共に、予めこの基礎面1上に設置するコンクリー
トブロックaの重心位置2付近に支承板bの設置目安と
して目印6を付けておくと作業を円滑に行い得ることと
なる。In the present embodiment, as shown in FIG. 3, black ink 18 is provided on the foundation surface 1 for placing the concrete block a, and the vicinity of the center of gravity 2 of the concrete block a is installed on the foundation surface 1 in advance. If the mark 6 is attached as a guide for installing the support plate b, the work can be performed smoothly.
【0014】突部3Aを支点としてコンクリートブロッ
クaを正しい位置に、且つ正しい姿勢に是正する。この
際、コンクリートブロックaの底板4の周縁数箇所下側
に上下調節装置dを配設し、この各上下調節装置dを調
節することでコンクリートブロックaを正しい状態に位
置是正している。The concrete block a is corrected to a correct position and a correct posture with the protrusion 3A as a fulcrum. At this time, an up-down adjusting device d is arranged at several places below the peripheral edge of the bottom plate 4 of the concrete block a.
【0015】続いて、この正しい状態を保つべく底板4
と基礎面1との間隙5に楔などの適当なスペーサー9を
介したりして姿勢を保持せしめ、この間隙5に硬化剤7
を詰め込んでコンクリートブロックaを基礎面1上に固
定する。Subsequently, in order to maintain this correct state, the bottom plate 4
The gap 5 between the base and the base surface 1 is held in a posture through a suitable spacer 9 such as a wedge or the like.
And fix the concrete block a on the base surface 1.
【0016】この硬化剤7は、注入口8から間隙5に注
入しても良いし、コンクリートブロックaの底板4の脇
から間隙5に注入しても良い。The hardening agent 7 may be injected into the gap 5 from the inlet 8 or from the side of the bottom plate 4 of the concrete block a.
【0017】また、硬化剤7注入時には、硬化剤7が脇
から流れ出ないように間隙5の周りに漏れ止め板を配し
たり、間隙5の周りを土などで埋めておくと良い。When the hardening agent 7 is injected, it is preferable to arrange a leakage preventing plate around the gap 5 so that the hardening agent 7 does not flow out from the side, or to fill the gap 5 with soil or the like.
【0018】このコンクリートブロックaを正しい状態
に設置するには水準器を併用することが望ましい。In order to install the concrete block a in a correct state, it is desirable to use a level together.
【0019】図中符号16は砂利、17は栗石である。In the figure, reference numeral 16 denotes gravel, and reference numeral 17 denotes rubble stone.
【0020】[0020]
【発明の効果】本発明は上述のように構成したから、本
発明の支承板を基礎面上に載置し、この支承板に立設し
た突部上にコンクリートブロックの下面の重心部若しく
は近傍を合わせるようにしてコンクリートブロックを載
置するだけで、この突部を支点とするヤジロベー作用に
よりコンクリートブロックをわずかな力で揺り動かすこ
ともできるし、またこれによりわずかな力でずり動かす
こともできることになる。Since the present invention is constructed as described above, the bearing plate of the present invention is mounted on a base surface, and the center of gravity or the vicinity of the lower surface of the concrete block is placed on the projection standing on the supporting plate. By just placing the concrete block so that it matches, the concrete block can be rocked with a slight force by the jijirobe action with this projection as a fulcrum, and it can also be moved with a slight force by this Become.
【0021】従って、隣同志のコンクリートブロックを
正しく接合することも、また、隣同志の擁壁面を面一に
することも簡単にでき、施工能率が極めて向上すること
になるコンクリートブロックの設置法を実施できる秀れ
た大型コンクリートブロックの設置用ヤジロベー支承体
となる。Therefore, it is possible to easily join the concrete blocks of the neighbors together and to make the retaining walls of the neighbors flush with each other, and to install a concrete block which greatly improves the construction efficiency. It becomes a jirobei bearing for the installation of an excellent large concrete block that can be implemented.
【図1】本実施例の施工状態を示す側面図である。FIG. 1 is a side view showing a construction state of the present embodiment.
【図2】本実施例の支承板を示す斜視図である。FIG. 2 is a perspective view showing a support plate of the embodiment.
【図3】本実施例のコンクリートブロック設置前の基礎
面を示す平面図である。FIG. 3 is a plan view showing a foundation surface before installing a concrete block according to the present embodiment.
a コンクリートブロック b 支承板 1 基礎面 3A 突部 a Concrete block b Bearing plate 1 Base surface 3A Projection
Claims (1)
ンクリートブロックの重心部若しくは近傍を支承してコ
ンクリートブロックにヤジロベー作用を付加する突部を
立設したことを特徴とする大型コンクリートブロックの
設置用ヤジロベー支承体。1. A large-sized concrete structure comprising: a substantially central portion of a support plate mounted on a base surface; and a projecting portion for supporting a center of gravity of a concrete block or in the vicinity thereof and adding a jirobe effect to the concrete block. Yazirobe support for block installation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13882199A JP3574351B2 (en) | 1999-05-19 | 1999-05-19 | Jazirobe support for large concrete block installation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13882199A JP3574351B2 (en) | 1999-05-19 | 1999-05-19 | Jazirobe support for large concrete block installation |
Related Parent Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP03906398A Division JP3623877B2 (en) | 1998-02-20 | 1998-02-20 | Vertical adjustment device for installation of large concrete blocks |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000001863A true JP2000001863A (en) | 2000-01-07 |
JP3574351B2 JP3574351B2 (en) | 2004-10-06 |
Family
ID=15231026
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13882199A Expired - Fee Related JP3574351B2 (en) | 1999-05-19 | 1999-05-19 | Jazirobe support for large concrete block installation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3574351B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2018178644A (en) * | 2017-04-20 | 2018-11-15 | カイエー共和コンクリート株式会社 | Structure for raising embankment |
-
1999
- 1999-05-19 JP JP13882199A patent/JP3574351B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2018178644A (en) * | 2017-04-20 | 2018-11-15 | カイエー共和コンクリート株式会社 | Structure for raising embankment |
Also Published As
Publication number | Publication date |
---|---|
JP3574351B2 (en) | 2004-10-06 |
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