JPH06104976B2 - Concrete block - Google Patents
Concrete blockInfo
- Publication number
- JPH06104976B2 JPH06104976B2 JP63235263A JP23526388A JPH06104976B2 JP H06104976 B2 JPH06104976 B2 JP H06104976B2 JP 63235263 A JP63235263 A JP 63235263A JP 23526388 A JP23526388 A JP 23526388A JP H06104976 B2 JPH06104976 B2 JP H06104976B2
- Authority
- JP
- Japan
- Prior art keywords
- bottom wall
- block
- base
- concrete
- block body
- 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
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、擁壁,排水溝,排水トンネルなどを作る時に
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
クの据え付けを良好にしたコンクリートブロックに係る
ものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to large-sized retaining wall blocks, drainage channel blocks, fence ditch channel blocks, box culverts, etc., which are used when making retaining walls, drainage channels, drainage tunnels, etc. The present invention relates to a concrete block that is well installed.
従来、例えば擁壁ブロックを施工するに当っては、この
擁壁ブロックをトラッククレーン等でベース(基礎砕石
を敷き固めた基礎)上に降し、所定の引線位置に前後を
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るが、ベース
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
は大型コンクリートブロック程扱いにくいためその作業
が極めて困難であった。Conventionally, for example, when constructing a retaining wall block, this retaining wall block is lowered onto a base (foundation with crushed foundation stones) with a truck crane, etc. After arranging them side by side with the blocks, the right and left side edge parts of the retaining wall plates are correctly butted together, but since the base is not necessarily flat, the right and left side edges of the respective retaining wall plates are correctly butted together. It was extremely difficult to arrange them in one row because it was more difficult to handle than large concrete blocks.
その為施工の都度擁壁ブロックをトラッククレーン等で
吊り上げベースと底壁との間に介在物を介入し、クレー
ン操作をし乍ら大型コンクリートブロックを押動して側
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、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。Therefore, the retaining wall block is lifted with a truck crane, etc. every time the construction is performed, an intervening object is interposed between the base and the bottom wall, and the crane is operated to push the large concrete block to correctly abut the side edges and the retaining wall. Although the front of the board has been corrected so that it is flush with the surface, the work is very troublesome and there is a drawback that the work efficiency is reduced.
本発明は、かかる欠点を解決し、クレーン操作をし乍ら
コンクリートブロックを押動したりせずに支点突部を支
点にしてコンクリートブロックを揺動したり、ずり動さ
せたりしてコンクリートブロックを容易に所定位置に配
置し、且つ正しい姿勢を保持せしめて底壁下面とベース
間にコンクリートを詰入しベース上に正しく容易に固定
出来るコンクリートブロックを提供することが技術的課
題である。The present invention solves such a drawback, and the concrete block is rocked or slid by using the fulcrum projection as a fulcrum without pushing the concrete block while operating the crane. It is a technical problem to provide a concrete block that can be easily placed in a predetermined position and can be properly and easily fixed on the base by filling the space between the bottom surface of the bottom wall and the base by holding the correct posture.
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.
ブロック体aの底壁1下面1′の該ブロック体aの重心
部若しくは重心部付近に支点突部2を下向き突出状態に
突設し、該支点突部2より離れた位置に複数本の姿勢保
持ボルト10を該ブロック体aの底壁1に設けたナット1
0′を介して該姿勢保持ボルト10の下端を底壁1下面
1′より昇降調節自在に螺出入するように設けたことを
特徴とするコンクリートブロックに係るものである。A fulcrum protrusion 2 is provided on the lower surface 1 ′ of the bottom wall 1 of the block a in the center of gravity of the block a or in the vicinity of the center of gravity so as to project downward, and a plurality of postures are provided at positions apart from the fulcrum protrusion 2. A nut 1 provided with a holding bolt 10 on the bottom wall 1 of the block body a
The present invention relates to a concrete block characterized in that the lower end of the posture holding bolt 10 is screwed in and out from the lower surface 1'of the bottom wall 1 so as to be vertically adjustable via 0 '.
擁壁ブロックの実施例について説明すると、トラックク
レーンなどによりブロック体aをベース3上に擁壁板4
の左右側端部4aを正しく突き合わせできるように、また
前後の位置を所定位置に合わせて吊下する。An example of the retaining wall block will be described. The block body a is placed on the base 3 by a truck crane or the like and the retaining wall plate 4 is used.
The right and left side end portions 4a are hung so that they can be correctly abutted with each other and the front and rear positions are aligned with a predetermined position.
この際、所定の位置よりわずかにずれている場合は、底
壁1の下面1′に突設形成されている支点突部2が支点
となってブロック体aはベース3上に少し浮き上がった
状態で載置されているからベース3上に底壁1の下面
1′がぴったりと載置されている場合よりも揺り動かし
たり、ずり動かしたりすることが容易に行なわれる。At this time, when the block body a is slightly displaced from the predetermined position, the block body a is slightly raised above the base 3 with the fulcrum protrusion 2 projectingly formed on the lower surface 1 ′ of the bottom wall 1 serving as a fulcrum. Since the lower surface 1'of the bottom wall 1 is mounted on the base 3 more easily than the case where the lower surface 1'of the bottom wall 1 is exactly mounted on the base 3.
従って、重い大型のコンクリートブロックを常に正しい
位置及び正しい状態に是正することが簡易に行い得るこ
とになる。Therefore, it is possible to easily correct the heavy and large concrete block to the correct position and the correct state at all times.
例えば、擁壁板4の前面を正しい傾斜状態で面一に合わ
せることも、左右をピッタリと隣のブロック体aに合わ
せることも容易に行なわれる。For example, it is easy to align the front surface of the retaining wall plate 4 flush with the correct inclination state, or to align the left and right with the adjacent block body a.
この状態で例えば四隅部に配設した四本の姿勢保持ボル
ト10を昇降させて下端をベース3上に当接せしめるとそ
の正しい姿勢が保持され、ベース3と底壁1の下面1′
との間隙12にコンクリートを詰入するとブロック体aを
ベース3上に正しく固定できる。In this state, for example, when the four posture holding bolts 10 arranged at the four corners are moved up and down and the lower ends are brought into contact with the base 3, the correct posture is maintained, and the base 3 and the lower surface 1'of the bottom wall 1 are held.
Block concrete a can be correctly fixed on the base 3 by stuffing concrete into the gap 12 between the block a and the base.
図面は大型の擁壁ブロックに本発明を実施した好適な実
施の一例を図示したもので、ブロック体aの底壁1下面
1′の該ブロック体aの重心部若しくは重心部付近に支
点突部2を下向き突出状態に突設し、該支点突部2より
離れた位置に複数本の姿勢保持ボルト10を該ブロック体
aの底壁1に設けたナット10′を介して該姿勢保持ボル
ト10の下端を底壁1下面1′より昇降調節自在に螺出入
するように設ける。The drawing shows an example of a preferred embodiment in which the present invention is applied to a large retaining wall block. A fulcrum protrusion is provided on the bottom surface 1 ′ of the bottom wall 1 of the block body a at or near the center of gravity of the block body a. 2 is provided so as to project downward, and a plurality of posture holding bolts 10 are provided at positions apart from the fulcrum projection 2 via the nuts 10 'provided on the bottom wall 1 of the block body a. Is provided so that the lower end thereof can be screwed in and out from the lower surface 1'of the bottom wall 1 so as to be vertically adjustable.
図面のブロック体aは、擁壁板4の背部二箇所に控え壁
5を一体に設け、また擁壁板4の左右側端部4aに連結用
突壁6を一体に設け、また方形水平の底壁1の数箇所に
ベース3と底壁1との間隙12にコンクリートを流し込み
するコンクリート注入孔7を穿孔した場合を図示してい
る。The block body a in the drawing has two retaining walls 5 integrally provided at the back of the retaining wall plate 4 and integrally connecting projection walls 6 at the left and right end portions 4a of the retaining wall plate 4, and also has a rectangular horizontal shape. A case where concrete injection holes 7 for pouring concrete into the gap 12 between the base 3 and the bottom wall 1 are drilled at several positions on the bottom wall 1 is illustrated.
図面の支点突部2は、底壁1内に埋設したナット板8に
底側からボルト9を螺着し、ボルト9の頭部を支点突部
2とし、突出度を加減して揺動度を大きくできるように
構成した場合を図示しているが、この構造に限られるも
のではなく、第5図のように単にコンクリート成型にお
いて底壁1の下面1′に支点突部2を一体的に突出形成
しても良いし、第4図のように単にボルトのような棒状
体を一部突出状態に埋設して支点突部2を形成しても良
い。いずれの場合もブロック体aの揺動とずり動を容易
にするため支点突部2の下端は湾曲面に形成することが
望ましい。The fulcrum protrusion 2 in the drawing is such that the bolt 9 is screwed from the bottom side to the nut plate 8 embedded in the bottom wall 1 and the head of the bolt 9 is used as the fulcrum protrusion 2 to adjust the degree of protrusion and the degree of oscillation. However, the structure is not limited to this, and the fulcrum projection 2 is integrally formed on the lower surface 1'of the bottom wall 1 in concrete molding as shown in FIG. The fulcrum protrusion 2 may be formed by projecting or by partially embedding a rod-shaped body such as a bolt in a projecting state as shown in FIG. In either case, it is desirable that the lower end of the fulcrum protrusion 2 be formed into a curved surface in order to facilitate the swinging and shearing movement of the block body a.
また、姿勢保持ボルト10は第6図のように、底壁1の隅
部にナット10′を埋設し、このナット10′に姿勢保持ボ
ルト10を貫通状態に螺着し、ブロック体aを正しい位置
に且つ正しい状態に設置したとき、隅部の姿勢保持ボル
ト10を夫々下方に螺出せしめてベース3上に下端を当接
せしめ、その正しい姿勢を保持させるようにした場合を
図示している。Further, as shown in FIG. 6, the posture holding bolt 10 has a nut 10 'embedded in a corner of the bottom wall 1 and the posture holding bolt 10 is screwed into the nut 10' in a penetrating state so that the block a is correctly mounted. When installed in the correct position, the posture holding bolts 10 at the corners are respectively screwed downward so that the lower end is brought into contact with the base 3 to hold the correct posture.
尚、出願人がテストを繰り返した結果、支点突部2は底
壁1の下面1′より2cm程度の突出で充分な効果を発揮
できることが確認されている。As a result of repeated tests by the applicant, it has been confirmed that the fulcrum projection 2 can exhibit a sufficient effect by projecting about 2 cm from the lower surface 1'of the bottom wall 1.
ブロック体aが大型の場合には支点突部2を1個にせず
に複数個近接せしめて支点突部2を重心部付近に大きく
集合状態に設けて荷重に耐え得るようにしても良い。If the block body a is large, a plurality of fulcrum protrusions 2 may be provided in close proximity to each other instead of one, and the fulcrum protrusions 2 may be provided in a large gathered state near the center of gravity to withstand the load.
図中符号11は底壁1の下面1′とベース3との間隙12を
閉塞する型枠板で、この型枠板11によって閉塞した間隙
12にコンクリート注入孔7よりコンクリートを流し込ん
でコンクリートを硬化させて底壁1をベース3上に固定
した後取り外すようにすることが作業上便利である。Reference numeral 11 in the figure is a form plate that closes a gap 12 between the lower surface 1 ′ of the bottom wall 1 and the base 3, and a gap closed by this form plate 11.
It is convenient in terms of work to pour concrete from the concrete injection hole 7 into the concrete 12, harden the concrete, fix the bottom wall 1 on the base 3, and then remove it.
本発明は上述の様に構成したから、例えば擁壁ブロック
をベース上に載置し、擁壁板の左右側端部をぴったりと
突き合わせ且つ擁壁板の前面を面一となるように正しい
位置及び正しい姿勢で並設する際、そのブロック体を支
点突部だけでベース上に支承させることができるから、
わずかな力で揺り動かすこともできるし、またわずかな
力でずり動かすこともできることになる。Since the present invention is configured as described above, for example, the retaining wall block is placed on the base, and the right and left end portions of the retaining wall plate are exactly abutted with each other, and the front surface of the retaining wall plate is in a correct position. And when installed side by side in the correct posture, the block body can be supported on the base only by the fulcrum protrusion.
You can swing it with a small amount of force, and you can also slide it with a small amount of force.
従って、隣同志のブロック体を正しく接合することも、
また隣同志の壁面を面一にすることも、トラッククレー
ンなどを使用し乍ら是正しなくとも良く極めて簡単に是
正でき、且つ支点突部より離れた姿勢保持ボルトの底壁
下方への突出度を加減することにより簡単にその正しい
姿勢を保持せしめ得ることになり、続いて底壁とベース
との間の間隙にコンクリートを詰入すればベース上にブ
ロック体を正しい位置と正しい姿勢で固定することがで
き、施工能率が極めて向上する実用性に秀れたコンクリ
ートブロックとなる。Therefore, it is also possible to properly join neighboring block bodies,
Also, it is possible to make the wall surface of the neighbors flush with each other, and it is possible to correct it extremely easily without using a truck crane or the like, and the degree of protrusion of the posture holding bolt below the bottom wall of the posture holding bolt apart from the fulcrum protrusion. It will be possible to easily maintain the correct posture by adjusting the amount, and then if concrete is filled in the gap between the bottom wall and the base, the block body is fixed on the base in the correct position and posture. It becomes a concrete block which is excellent in practicability and which is extremely improved in construction efficiency.
本発明は特に大型のコンクリートブロックの場合有効な
ものとなる。The present invention is particularly effective for large concrete blocks.
図面は本発明の一実施例を示すもので、第1図はブロッ
ク体の斜視図、第2図はブロック体の側断面図、第3図
は要部の断面図、第4・5図は別例要部の断面図、第6
図は底壁の隅部に姿勢保持ボルトを螺入した状態の別例
の断面図である。 a……ブロック体、1……底壁、1′……下面、2……
支点突部、10……姿勢保持ボルト、10′……ナット。The drawings show one embodiment of the present invention. FIG. 1 is a perspective view of a block body, FIG. 2 is a side sectional view of the block body, FIG. 3 is a sectional view of a main part, and FIGS. Sectional view of essential part of another example, sixth
The figure is a cross-sectional view of another example of a state in which the posture holding bolt is screwed into the corner portion of the bottom wall. a: Block body, 1 ... bottom wall, 1 '... bottom surface, 2 ...
Support point protrusion, 10 ... posture holding bolt, 10 '... nut.
Claims (1)
心部若しくは重心部付近に支点突部を下向き突出状態に
突設し、該支点突部より離れた位置に複数本の姿勢保持
ボルトを該ブロック体の底壁に設けたナットを介して該
姿勢保持ボルトの下端を底壁下面より昇降調節自在に螺
出入するように設けたことを特徴とするコンクリートブ
ロック。Claims: 1. A fulcrum projection is provided on a lower surface of a bottom wall of a block body so as to project downward at or near a center of gravity of the block body, and a plurality of posture holding bolts are provided at positions apart from the fulcrum projection. Is provided so that the lower end of the posture holding bolt is screwed in and out from the lower surface of the bottom wall through a nut provided on the bottom wall of the block body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63235263A JPH06104976B2 (en) | 1988-09-20 | 1988-09-20 | Concrete block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63235263A JPH06104976B2 (en) | 1988-09-20 | 1988-09-20 | Concrete block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0285422A JPH0285422A (en) | 1990-03-26 |
| JPH06104976B2 true JPH06104976B2 (en) | 1994-12-21 |
Family
ID=16983498
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63235263A Expired - Lifetime JPH06104976B2 (en) | 1988-09-20 | 1988-09-20 | Concrete block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06104976B2 (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07111062B2 (en) * | 1990-04-21 | 1995-11-29 | 有限会社藤商事 | Construction method for large concrete blocks |
| JP2616833B2 (en) * | 1990-06-30 | 1997-06-04 | 有限会社 藤商事 | Construction method of large concrete retaining wall block. |
| JP2791942B2 (en) * | 1995-03-30 | 1998-08-27 | 株式会社ケンチ | Precast concrete retaining wall block |
| JP3767047B2 (en) | 1996-04-26 | 2006-04-19 | セイコーエプソン株式会社 | Projection display |
| USRE38194E1 (en) * | 1996-12-18 | 2003-07-22 | Seiko Epson Corporation | Projection display device |
| US6879354B1 (en) | 1997-03-28 | 2005-04-12 | Sharp Kabushiki Kaisha | Front-illuminating device and a reflection-type liquid crystal display using such a device |
| JP3743145B2 (en) * | 1997-12-01 | 2006-02-08 | セイコーエプソン株式会社 | Projection display |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5720673Y2 (en) * | 1978-06-20 | 1982-05-04 | ||
| JPS6332211U (en) * | 1986-08-20 | 1988-03-02 |
-
1988
- 1988-09-20 JP JP63235263A patent/JPH06104976B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0285422A (en) | 1990-03-26 |
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